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Home My WebLink AboutResolution - 2017-R0193 - Duininck, Inc. - 05/25/2017Resolution No.2017-R0193 Item No.6.21 May 25,2017 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 003 to that certain Contract No. 3-48- 0138-040-2015 by and betweenthe City of Lubbockand Duininck, Inc., for LBB Runway 17R- 35L Phase II per Bid #15-12442-TF,and related documents. Said Change Order No.003 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on May 25,2017 . ATTEST: y (Ll^L^l^ Rebecca Garza, City Secretary APPROVED AS TO CONTENT Kelly Campbell,director of/Kelly Campbell,Director of Aviation APPROVED ASTO FORM: DANIEL M.POPE,MAYOR ite, First Assistant City Attorney RES.ChgOrd#003Contract-3-48-0138-040-2015 5.3.17 CITY OF LUBBOCK CHANGE ORDER Change Order #: 003 Contractor: Duininck, Inc. Date: April 11, 2017 BID/ITB/RFP #: 15-12442-TF Contract #: FAA AIP Project No. Project Name: 3-48-0138-040-2015 LBB Runway 17R — 35L Phase II "Change Order" means a written order to a Contractor executed by the Owner in accordance with the contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the contract documents, or an adjustment to the compensation payable to Contractor, or to the time for performance of the contract and completion of the Project, or a combination thereof, which does not alter the nature of the thing to be constructed and is an integral part of the project objective. Adjustments to "Estimated Quantities" to a line item in a Unit Price contract do not require a Change Order. All work that alters the nature of the thing to be constructed or that is not an integral part of the proiect objective must be let out for public bid Description of change (alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the specifications and drawings of the project (attach additional pages if necessary): Final Change Order to reconcile quantities. Explanation of Deductions: • Asphalt Joint Repair — The sample size that was taken was not representative of the entire shoulder area on the runway. A conservative multiplier was used as a programming number. Quantities were under run and yielded a net savings to the project. • P-401 Asphalt — Prior to bidding, some areas of asphalt pavement showed signs of pumping. Additional quantities were allotted in case construction activities expose a larger problem area than was evident from the surface. The smaller quantity of asphalt and thickness as compared to the main section of runway, warranted a higher price per ton by contractors for asphalt for workability, returning a larger dollar amount. The quantities were under run and yielded a net savings to the project. • P-501 Concrete — During initial inspection and before the project bid, rubber was on the runway when quantities were taken. Due to unknown rubber on the runway, conservative programming numbers were used for the 13 — 15-inch concrete for panel replacement item. After rubber removal completed, the runway was reevaluated for concrete replacement panels. This yielded a quantity under run and net savings to the project. • P-620 Marking — Because of funding unknowns, the entire project was phased into four smaller projects, with complete runway markings for each. When Phase 2 bid, an initial Change Order optimized quantities and time with the combination of projects. With the entire runway closed for project duration, no temporary marking was needed for displaced thresholds. This resulted little -to - no need for demolition of temporary marking and this bid item was under run, yielding a net savings to the project. Modification to Existing Bid Items (See Attached): $-764,482.50 Modification to Contract Time (Liquidated Damages) (See Attached): $-33,750.00 TOTAL $-798,232.50 Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs, including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. Where certain unit prices are contained in the initial contract, no deviations are allowed in computing negotiated change order costs. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $ 15,977,544.60 B. AMOUNT OF THIS CHANGE ORDER: Council approval required ifover$25,000 $ 798,232.50 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): -5 00% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ 4,957.94 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $-793,274.56 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25% maximum 4.96% G. NEW CONTRACT AMOUNT (A+E): $ 15,184,270.04 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. This Change Order is not valid without the following signatures (please sign in order and return 3 originals with Contract Cover Sheet to Purchasing and Contract Management Department): C Ld -A_bm (1)CONTRACTOR Date (2) PROJpet*<HITECT/ENGINEER Date Approved as to Content: ram_ Cam_ Ap 5 )l1-_ (3) OWNEFOS REPRESE ATIVE Date (4) (5) CAPITAL PROJECTS MANAGER Date (6) PU 5y ate 541,V11 CONTRACT MANAGER Date Change *dens over $25,00 quire a Contract Cover Sheet and the following signatures: CITY OF L BBOCf ATTE T: 5/25/2017 5/ 5/ 017 (7) MAYOR Date (8) CITY SEIPRETARY Date Council Date: May 25, 2017 Agenda Item #: .21 Resolution #: 2�►17-R0193 co #3 City of Lubbock Runway 17R-35L Phase II ITEM DESCRIPTION OF ITEM ORIGINAL CONTRACT INFORMATION WORK PERFORMED TO DATE QUANTITY ADJUSTMENTS Quantity Unit Price Amount Quantl Amount Quan Amount NO. Item P-101, Removal of Existing Concrete Pavement (13 to 154nch 2 Thickness ,and dis oral off of aiWoort roe 52,31 SY $16.50 $ 863 115,00 51 054.78 $ 842 403.87 -1 255.22 $ (20,711.1 3 em - emova o xis ing iz sp e c oncre a ase (variable thickness) and either disposed of o0-site or processed ,.RAP s edficetions 11.500 CY $ 22.00 $ 253 000.00 16,896.65 $ 371 726.30 5,396.65 $ 118 726.30 4 - e a o a cee u ce e Inch thickness) and Bituminous Base Course (i4-inch thwkness1, and either dis used of off -site or rocessedto RAPS ergcations. 4,210 SY $ 6.70 $ 28207.00 3.679.48 $ 24.652.52 530.52 $ 554.48 5 Item P-101, Removal of Hat -Mix Asphaltic Concrete Surface Course (32- inch thickness) and Bituminous Base Course (38--inch thickness), and either dis osed of off -site or rocessed to MP s ecifilrllons, 3.7001 SY $ 1325 $ 49 025.00 3.339.14 $ 44 243.61 -360.86 $ (4,781.4 6 Item P-101, Asphalt Joint and Crack Repefr, 1A to 1-1/24nch width (including removal of existing sealant and preparation but excluding sealant material 22,500 LF $ 3.20 $ 72 000.00 16,789.00 $ 53 724.80 5 711.00 $ 18,275.20 7 Item P-101, Material for Asphalt Joint and Crack Repair, 1/4 to 1-1/2- inchwidth 1,320 GAL $ 10.00 $ 13200.00 6.04 $ 60,40 -1313.96 $ 13,139.60 B Item P-101, Asphalt Jdnt and and Cradt Repefr 1-1/2 to 24nch width mcludin r aretion, material and labor 3,000 LF $ 15.00 $ 45000.00 $ -3000.00 $ 45000.00 9 Item P-101Aspclnlland Crack Repair inch id(including re artitn maebor)ra 1,500 LF $ 65.00 $ 97 500.00 147.70 $ 9,600.50 -1.352.30 $ 87 899.50 10 Item P-101, Spelled and Failed Concrete Pavement Repair (including mateial and regardless of spell depth) 20 SY $ 11000.0 $ 20 000.00 11:% $ 11 020.00 5.98 $ 8 980.00 11 Item P.101, Concrete Crack Re air ndudin material) 430 LF $ 60.00 $ 25 800.00 225.75 $ 13,545.00 -204.25 $ 12,255.00 13 Item P-152, Excavation and Stockpile of Materiel to be Reinstalled by Contractor 17,000 CY $ 9.20 $ 156400.00 14.347.58 $ 131997.74 -2,652.42 $ 4,402.26 14 Item P-152, Excavation and Haul -Off of Material by Contractor 40,000 CY $ 23.00 $ 920,000.00 36,210.27 $ 832,836.21 -3,789.73 $ 87,163.79 15 Item P-152, Excavation far Undercut0ng of Unsuitable Material (Including obtelnln end inslalfin suitable borrow meted 1,000 CY $ 27.00 $ 27.000.00 588.89 $ 15,900.03 411.11 $ 11,099.9 17 Item P-152. Gradin and To sdl in Un eved Areas 356,200 SY $ 2.60 $ 926 120.00 366,339.60 $ 952.482.96 10 139.60 $ 26.362.96 18 Item P-152, Grading and Subgrade Preparation Using In -Place Material (inch Thickness Under Areas to be Paved 50,500 SY $ 1.70 $ 85,850.00 47,863.50 $ 81,367.95 -2 636.50 $ (4,482.05) 19 Item P-152, Grading and Subgrade Preparation Using Stockpile Material .(64nch thickness Under Areas to be Paved 49,300 SY $ 3AS $ 17D 085.00 52 660.34 $ 181 678.17 3,360.3 $ 11 593.17 20 Item P-153 Controlled Low Siren lit Material for Shoulder Backfill 680 CY $ 195.00 $ 132 600.00 613.00 $ 119 535.00 -67.00 $ 13 065.00 21 Item P-155, Ume Treated Subgrade Course, 64nch thickness (using stoc Ted melerie 49,300 SY $ 8.50 $ 419.050.00 43,066.67 $ 366,066.70 -6233.33 $ 52 983.31 22 Item P-155, Hydrated Lime Material (Dry -Lime Weight) Used In Lime Treated Su rade Course 880 TON $ 200.00 $ 176.000.00 559.91 $ 111982.00 -320.09 $ 64.018.00 24 Item P-304, Cement Treated Base Course, 64nch thickness 50,500 SY $ 17.10 $ 863,550.00 47,863.50 $ 818.465.85 -2 636.50 $ 45 084.15 25 Item P-401, Hot -Mix Asphalt (HMA) Pavements, 4-inch thickness (two 2- inch lifts 10,811 TON $ 145.00 $ 1,567,596.00 10,684.80 $ 1,549.296.00 -126.20 $ 18 299.00 26 Item P401, Hat -Mix Asphalt (HMA) Pavements, 64nch thickness (two 3- inch lifts) 3,223 TON $ 160.00 $ 515,680.00 2,412.20 $ 385 952.00 -810.80 $ 129 728.00 27 Item P401, Hot -Mix Asphalt MA Pavements max 3% bonus 1 LS $ 62.498.25 $ 62,498.25 0.91 $ 56 713.28 -0.09 $ (5,784.97 28 Item P-501, Podland Cement Concrete Pavement, 164nch thickness ncludln reinforcement:ae e a licable 48,360 SY $ 77.00 $ 3,723,720.00 47,097.20 $ 3,626,484.40 -1 262.80 $ 97 235.60 29 Item P-501, Portland Cement Concrete Pavement, 13 to 15-inch thickness(including indudin reinforcementwherea ficable 3,910 SY $ 125.25 $ 489727.50 4209.52 $ 527,242.38 299.52 $ 37,514.88 30 Rem P-501, Portland Cement Concrete Pavement (t8-inch thickness includin additional millin where necessary) 150 SY $ 185.00 $ 27.750.00 150.63 $ 27,866.55 0.63 $ 116.55 31 Item P501, Portland Cement Concrete Pavement, 6% Bonus 1 LS $ 254,471.95 $ 254,471.85 0.92 $ 233,450.48 -0.08 $ (21,021.3 32 Item P502 Bituminous Prime Coat, indudin herbicidal treatment 15 440 GAL $ 5.45 $ 82,513.00 9,860.00 $ 53,737.00 5 280.00 $ (28,776.0 33 Item P505. Jdnt Sealants for Existlng Concrete Keel Section (including removal of ezistin sealant, labor and materials 13 D60 LF $ 2.00 $ 26 120.00 12,725.00 $ 25 450.00 -335.00 $ 70.00 35 Item P-620 Obliteration of Permanent Runwa and Taxivra Painting 306100 SF $ 1.10 $ 336 710.00 211,592.00 $ 232 751.20 -94 508.00 $ 103 956.80 Page 1 of 2 QuantityAdjustmentsP2.xlsx co 93 City of Lubbock Runway 17R35L Phase II ITEM NO DESCRIPTION OF ITEM ORIGINAL CONTRACT INFORMATION WORK PERFORMED TO DATE QUANTITY ADJUSTMENTS QuantityUnit Price Amount Quantity Amount Quantity Amount 36 Item P-620, Obliteration of Temporary Runway and Taxlway Painting 6,200 SF $ 1.10 $ 6,820.00 16.255.00 $ 17,880.50 10 055.00 $ 11,060.50 37 Item P-620, Permanent Runway and Taxiway Painting (including reflective media) 306,10 SF $ 0.60 $ 183 660.00 252 542.60 $ 151,525.56 53 557.40 $ 32 134.44 38 Item P-620, Temporary Runway and Taxiway Painting (including reflective media) 6,200 SF $ 1.80 $ 11.160.00 14 109.50 $ 25 397.10 7,909.50 $ 14 237.10 39 Item P-621, Saw -Cut Grooving 38,700 SY $ 1.75 $ 67,725.00 38.095.56 $ 66.667.23 -604.44 $ (1,057.7 40 Item D-705, Pipe Underdrain System 8,700 LF $ 4225 $ 367.575.00 8,951.53 $ 378.202.14 251.53 $ 10,627.14 41 1 Item D-705, Connections to Electrical System 10 EA $ 1.500.00 $ 15,000.00 8.00 $ 12 000.00 -2.00 $ 000.00 43 Item T-901, Seeding and Fertilizing 80 AC $ 6.000.00 $ 480 000.00 73.71 $ 442 260.00 -6.29 $ (37,740.00) 44 Item T-904, Sodding 8,900 BY $ 10.25 $ 91,225.00 9,396.33 $ 96,312.38 496.33 $ 5,087.38 45 Item L-108, 6 inch vide trenching for conduit, 18 inch minimum 1,240 LF $ 6.25 $ 7.750.00 2,091.40 $ 13,07125 851.40 $ 5,321.25 46 Item L-108, No. 8 AWG, 5 W. L-184, Type C Cade, Installed in Trench, Dud Bank or Conduit 30,550 LF $ 1.80 $ 54,990.00 40 709.00 $ 73,276.20 10 159.00 $ 18 28620 47 Item L-108, No. 6 AWG. Solid, Bare Counterpoise Wire, Installed in Trench, Above the Duct Bank or Conduit, Including Ground Rods and Ground Connectors 1240 LF $ 1.95 $ 2418.00 1488.00 $ 2,9D1.60 248.00 $ 483.60 49 Item L-110 Non -Encased Electrical Dud Bank, 2 inch SCH 40, PVC 530 LF $ 3.30 $ 1,749.00 135.00 $ 445.50 -395.00 $ (1,303.50) 50 Item L-110 Concrete Encased Electrical Conduit, 2 inch SCH 40 PVC 710 LF $ 6.00 $ 4,260.00 2,002.50 $ 12.015.00 1,292.50 $ 7,755.00 53 Replace Existing L-850 HIRL Fixture with new L-850 Fixture including new L-830b 00 Transformer and PVC transformer support 12 EA $ 1,450.00 $ 17,400.00 5.00 $ 7.250.00 -7.00 $ 10,150.00 55 Item L-125 Install New L-868 Light Base in new concrete runway panel 3 EA $ 1,450.00 $ 4,350.00 $ -3.00 $ (4,350.00). 59 Item MC Pavement Patch/Pothole Repair 430 BY $ 61.50 $ 26,445.00 $ -430.00 $ (26,445.00) 61 Item MC, Nonwoven Geotextile Inte er(including anchors 50,750 BY $ 3.00 $ 152 50.00 53 04825 $ 159,144.75 2,298.25 $ 6,894.75 $ 764,482.60 Page 2 of 2 QuantityAdjustmentsP2.xlsx co #3 CITY OF LUBBOCK RUNWAY 17R-35L PHASE II TOTAL WEATHER DAYS 35 TOTAL DAYS USED 362 Original Contract Time: 322 Approved Weather Days: 35 Days Used: 362 Contract Time Overrun 5 Description Days Price Amount Liquidated Damages 5 $6,750.00$33,750.00 App # Month/Year 1st Weather Da Last Weather Da # of Weather Days 5 March-16 3/9/2016 3/9/2016 1 6 A r-16 4/13/2016 4/19/2016 2 7 Ma -16 5/14/2016 5/31/2016 7 8 Jun-16 6/1/2016 6/2/2016 2 9 Jul-16 7/7/2016 7/16/2016 2 10 Au -16 8/8/2016 8/31 /2016 4 11 Se -16 9/2/2016 9/17/2016 3 12 Oct-16 10/12/2016 10/13/2016 2 13 Nov-16 11 /9/2016 11 /19/2016 4 14 Dec-16 12/8/2016 12/20/2016 5 15 March-17 3/24/2017 3/26/2017 3 Description Start Date End Date # of Days Construction 1/4/2016 12/22/2016 354 Work Stoppage due to weather 12/23/2016 3/19/2017 Punch list 3/20/2017 3/27/2017 8 Page 1 of 1 ContractTimeAdjustmentP2.xlsx CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1- 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. OFFICE USE ONLY CERTIFICATION OF FILING Certificate Number: 2017-207295 Date Filed: 05/15/2017 Date Acknowledged: 05/22/2017 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Duininck, Inc. Roanoke, TX United States 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 12442 Change Order 3 Lubbock Preston Smith International Airport Runway 17R-35L Phase II 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling I Intermediary 5 Check only if there is NO Interested Party. ❑ X 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said this the day of 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.etnics.state.tx.us version vl.v.003 CERTIFICATE OF INTERESTED PARTIES FORM 1295 lofl Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2017-207295 Duininck, Inc. Roanoke, TX United States Date Filed: 05/15/2017 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. Date Acknowledged: City of Lubbock 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 12442 Change Order 3 Lubbock Preston Smith International Airport Runway 17R-35L Phase II Nature of interest 4 Name of Interested Party City, State, Count lace of business Y� Country lP � check applicable) � PP ) Controlling Intermediary 5 Check only if there is NO Interested Party. ❑ X 6 AFFIDAVIT /ZF /��, I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. N i �I( PV6 ': y Is _ -- `'�y Signature of authorized agent of contracting business entity lF o RES: AFFIX NOTARY SNP ,�AApSf�� //��//1111111111�11�\` Sworn to and subscribed before me, by the said RYAN D U 1 N I I'\! C K this the I -�kh day of (`_ ,r_1,1_ 20to certify which, witness my hand and seal of office. —, \ I d -- - BARRY HUIZENGA CONTRACT MANAGER Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.etnlcs.state.tx.us veislGiI V.L.U.J