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CM-2021-165 - 6/4/2021Page 1 of 3 Contract Quantity Adjustment/ Change Order rw.outs Department: Transportation Project Name: 13001.01 University Blvd Widening Date: 5/20/21 City Project Change Order/Quantity ID Number 13001.01 Adjustment No. 2 Vendor DeNucci Constructors LLC 8310 Capital of TX Hwy N Ste 275 Austin TX 78731 512-335-0600 Company Name Address Phone No. Justification REF COP #2 (Attached) Lowering of existing utilities and irrigation manifold conduit run. During construction of CONN 01 Road, DeNucci ran into a substantial utility conflict running north - south through the proposed west end of the connector road. This conflict consisted of multiple conduit runs, with a total of 73 wires connecting to the irrigation main mainfold for the entire strip mall west of the connector road. Subsequently, this entire 47 LF run had to be removed, and lowered 2.5 LF. This work inlcuded removal of existing, trenching new run, replacing materials to enable longer run length, and then connecting and testing all 73 wires to ensure irriggtion funcitoned, finally backfilling, and finishing the construction of the CONNOI road. A small road crew was put on this work which took one week to finish. REF COP #5 (Attached) While costa Img SOL L-5, DeNucci encountered an existing 8" C900 WL running south at roadway STA 656+90 confl,cting with proposed FL of SDL L-5. CoRR instructed DeNuccci to lower this WL making way for proposed SDL L5, similar to WL lowering work completed at N Mays St. near Chase Bank. During a daytime shutout, DeNucci removed existing 8" WL pipe at the tee, using MJ restraint and 45 deg DI fittings, DeNucci installed 24 LF of 8" DI WL through solid rock 4 LF lower to avoid conflict with SDL L-5. This work took one day to complete. SUMMARY Ongina Contract Price; Previous Quantity Adjustment(s): This Quantity Adjustment: Total Quantity Adjustment(s): Total Contract Price with Quantity Adjustment(s): Previous Change Order(s): This Change Order: Total Change Order(s) To Date: Adjusted Contract Price [Original Contract Price Plus Quantity Adjustment(s) Plus Change Order(s)]: Difference between Original and Adjusted Contract Prices: Amount % Change $12,028,913.00 $9,378.05 _ $0.00 $9,378.05: � $12,038,291.05 $32,468.50 0% $25,960.51 0% $58,429.01 0% $12,096,720.06._---� . $67, 807.06 Original Contract Time: 760 Time Adjustment by previous Quan. Adj./Change Order: 5 Time Adjustment by this Quan, Adj./Change Order: 6 New Contract Time: 771 MWIftoW11 _ Prepared 8y: + Paul DeNucci DeNucci, Office Engineer, DeNucci Constructors LLC 5f 20 21 Signature Printed Name, Title, Company Date AMINO AM— A Contractor: . Paul DeNucci Manager, DeNucci Constructors LLC 5120121 Signature Printed Name, Title Date Ury Project i Manager �4 --- — Signature Printed Name, Title Date Mayor/City t Manager Signature Printed Name, Title Date �Q- -2-v2a-(S Pagc 2 or3 P"!.a�"w Contract Quantity Adjustment/Change Order red, 01; 16 Project Name: 13001.01 University Blvd Widening Quan. Adj./Change Order No. Change Order Data Item # Item Description Unit Unit Price Amount Contract Time Adjustment fnawcl 1 Per attached COP #2 LS 1 $18 143.30 $18,143.30 5 2 Per attached COP #5 LS 1 $7,817.21 $7,817.21 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0m $0,00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS: $25,960.51 fi Page 3 of 3 ,auo*- luy Contract Quantity Adjustment/ Change Order m. 01.16 Project Name: 0001.01 University Blvd Widening Quan. Adj./Change Order No Ouantity Adiustment Data Bid Item # Item Description Unit Ty. Unit Price Amount Contract Time Adjustment $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.001 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDER PROPOSAL Contractor: DeNucci Constructors, LLC Project Name: 13001.01 University Blvd. Change Order Proposal Number. 2 Date: 3/5/2021 Description: Labor. Material SubcontractorsNandors: Material Unit Pricing Equipment: Lowering of existing utilities and Irrigation manifold conduit run. During construction of CONN 01 Road, DeNucct ran into a substantial utility conflict running north - south through the proposed west end of the connector road. This conflict consisted of multiple conduit runs, with a total of 73 wires connecting to the Irrigation main mainfold for the entire strip mail west of the connector road. Subsequently, this entire 47 LF run had to be removed, and lowered 2.3 LF. This work Intruded removal of existing, trenching now run, replacing materials to enable longer run length, and then connecting and testing all 73 wires to ensure Irrlagtlon funcitoned, finally backfiiling, and finishing the construction of the CONN01 road. A small road crew was put on this work which took one week to finish. Position Quantity RT Mrs OT Mrs RT Rate OT Rate Total Superintendent WLIGIi Foreman 1 50 $42.50 S63.75 $2125.00 Oorators 1 50 1 $21.50 $32.25 $1 075. Pipe Layam 0 $22.00 S33.00 50.00 00 Laborers 3 So $20.00 $30.00 $3.000.00 Concrete Superintendent 0 $0.00 $0.00 $0.00 Concrete Farm Setter 0 $0.00 $0.00 $0.00 Concrete Finisher 0 $0,00 1 SO.00 1 $0.00 Truck Driver 0 1 $0.00 1 $0,00 1 $0.00 auuRnal ao.a741.vu Description Ouanti Unit Rate Total Materials per attached $1,753,93 $0.00 SO.OD $0.00 $0,00 $0,05 Subtotal $1.753,93 Total Descriotlon Ouantily Unit prirA TAW auototal su.uu Operating flnerrinTinn A-nNlu I rn11 Cneilrlav CLJWA 0sre T-rar 304 Mini Excavator 25 MR S22.45 S56125 0 MR $0.00 $0.00 0 MR 50.00 SO.OD 0 MR $0.00 S0.00 0 MR $0.00 $0.00 $0.00 avolmop NPO1 9.7 Labor $8,460.00 Labor Burden 55% $4.647 50 Labor P 3 O 25% $2,112.50 Material $1.753.93 Material P 3 0 25% $438.48 Subcontractor $0.00 Subcontractor P h O 25% $0.00 Bid Item $0.00 Equipment $561.25 Bond 1% $179.64 TOTAL $18.143,30 Additional days requested: 0 CHANGE ORDER PROPOSAL Contractor: DeNucci Constructors, LLC. Project Name: 13001.01 University Blvd Widening Change Order Proposal Number: 5 Date: 4/20/2021 Description: Labor: Material SubcontractoreNandms: Unit Pricing Equipment: While Installing SDL L-5, DeNuccl encountered an existing r C900 WL running south at roadway STA 656+90 conflicting with proposed FL of SDL L-6. CaRR instructed DeNucccl to lower this WL making way for proposed SDL 1-5, similar to WL lowering work completed at N Maya St near Chase Bank. During a daytime shutout, DeNuccl removed existing 8" WL pipe at the tee, using MJ restraint and 46 deg DI fittings, DeNucci Installed 24 LF of 8" DI WL through solid rock 4 LF lower to avoid conflict with SDL L-5. This work took one day to complete. Pesillon nuanlily PT Mrs AT Hm AT Rala rfT Ram Tn1.1 Superintendent Uli' Foremen 1 12 $42.50 $63.75 $510.00 operators 2 12 $21.50 $32.25 S51 e.00 Pipe Layers 2 12 $23.00 $34.50 $552 00 Laborers 2 12 $20.00 $30.00 $480 00 Concrete Superintendent 0 $0.00 $0.00 0.00 Conaele Form Setter 0 $0.10 50.00 $0.00 Concrete Finisher 0 60.00 t0.00 $0100 Truck Driver 0 S0.00 1 $0.00 1 $0.00 . UW.0181 *d'ooV.W Total Description Quantity Unit Price Total $0.00 0.00 $0.00 0o s0.00 $0.00 Subtotal S0.00 Operating naseAnllnn nuAnlily I lnil Cnet1DAV FHWA Pale 7AIAl 0 HR $0.00 $0.00 0 HR $0.00 50.00 HR 0 0 HR S0.00 50.00 0 HR S0.00 $0.00 $0.00 ,ueloml SU.vu Labor $2.658.00 Labor Burden 55% $1,461 90 Labor P & 0 25% W" 50 Material $2.364 33 Material P 8 O 25% $591.08 Subcontractor $0.00 Subcontractor P 6 O 25% $0.00 Bid Item $0.00 Equipment $0.00 Bond 1% $77.40 TOTAL $7,517 21 Additional days requested: 1 SenMark Supply Company Inc. Branch: 08 Liberty Hill PO Box 198 Midland, TX 79702 432-682-6584 Bill To: DeNucci Constructors LLC 9310-1 Capital of Texas Highway Ste 275 Austin, TX 78731 Customer ID: 104667 - ss- l INVOICE INVOICE 3256349 Invoice Date Page 12/3/2020 16:51:38 1 oft ORDER NUMBER 1293722 Ship To: DeNucci Constructors LLC 8310.1 Capital ofTexas Highway Sic 275 Austin, TX 78731 USA M14 PO Number Term Description Net Due Date Disc Due Date Discount Amount University 2800 Oak Mount 40166 Net 30 Irm021 =021 0.00 Order Date Pick Ticket No Job Name Taker 12rMO20 08:30;11 2259237 JOHNSONA Qumrtitlu frenlID frem Description Prtclnq 170M sou flat! JW" l &fended Nke I Orderad Sktppad Rearatnfnp VON tlnit Site I Carrier: Tracking A- 140 140 0 FT 40-M FT 41500 679.00 1.0 6" Semi) PVC Pipe BE 1.0000 120 120 0 FT 40-020 FT 1.4400 172.80 1.0 2" Sch40 PVC Pipe BE 1.0000 8 8 0 EA 406-020 EA 118880 is 10 1.0 2 PVC 90 ELL SOC SCH40 1.0000 ---- _ I 1 0 EA 705C QT EA 22.0000 22.00 1.0 703 Clear Cement Quart 1.0000 1 1 0 EA P68P-QT EA 22.0000 22.00 1.0 P68 Purple Primer Quart L0000 Sitipment Accepted By: . Total Lour: S SUB -TOTAL: 910.90 TAX: 0.00 AMOUNT DUE: 910.90 S ONGINAL u.f.nr. rrrrumio BenMark Supply Company Inc. Branch: 08 Liberty Hill PO Box 198 Midland, TX 79702 432.682-6584 Bill To: DoNuccl Constructors LLC 8310.1 Capital of Texas Highway Ste 275 Austin, TX 7873I 4-ol (V(p - 7,� 1 Customer ID: 104667 INVOICE INVOICE 3256720 Invoice Date I Page 12/81202016:45:43 1 l of 2 ORDER NUMBER 1294302 Ship To: DeNueci Constructors LLC 8310-1 Capital of Texas Highway Ste 275 Austin, TX 78731 USA AOS,T FO $` 4-3.03 Ordered BY: Mr. Raul Esparta 9A PO Number Ternr Description Net Due Date Disc Due Date Discount Afnount University Project - 40166 Net 30 IM/2021 1/7/2021 0.00 Ordtr Date Pick Ticket No Job Name Taker 12/8/2020 09:29:19 2259624 JOHNSONA Qunnflflas hem ID !fens Desulpflon Pricing VON Unlf Sigel Unk prkt Esfended Prke Ordered Shipped Rennrining U0M Unlf Sire Carrier: Tracking d: 1 1 0 EA 447-012 EA 0.9250 0.93 1.0 1.1/4 PVC CAP SOC SCH40 1.0000 1 1 0 EA 447-015 $A 1.0100 1.01 1.0 1.112 PVC CAP SOC SCH40 1.0000 I 1 0 EA 447-005 EA 0.3350 0.36 1.0 112 PVC CAP SOC SCH40 1.0000 20 20 0 FT 40-015 FT 1.0600 21.20 1.0 1-1/2' Sch40 PVC Pipe BE 1.0000 20 20 0 FT 40.012 FT 0.9DOD 18.OD 1.0 1-1/4' Sch40 PVC Pipe BE t.0000 IDO t00 0 FT 40-DO7 FT 0.4620 46.20 1.0 3/4' Sch40 PVC Pipe BE 1.0000 IDO 100 0 FT 40-ODS FT 0.3950 38.50 1.0 1/2" Seh40 PVC Pipe BE 1.0000 I 1 0 EA 429-012 EA 0,6920 0.69 1.0 1-IA PVC COUPLING SOC SCH40 1,0000 I 1 0 EA 429.015 EA 0.7400 0.74 1.0 1-1/2 PVC COUPLING SOC SCH40 a 1,0000 I 1 0 EA 429.007 EA 0.2840 0.28 1.0 314 PVC COUPLING SOC SCH40 ® 1.0000 I 1 0 EA 437-166 EA 1.0100 1.01 1.0 1.114X1/2 PVC RED BUSH SPIGOTXSOC 1.0000 SCH40 ORIGINAL 12.3.113, II11U20ta BenMark Supply Company Inc. Branch: 09 Liberty Hill PO Box 198 Midland, TX 79702 432.682-6584 INVOICE INVOICE 3256720 Invoice Date Page 12/8/2020 16:43:43 2 cf 2 ORDER NUMBER 1294302 Quantities Prfe/nR Ifenn !D lien, Ducrlpflon UOM Unff 1wre 8xtended P&IF UOM Ordered S1FW ed Unf,Slte Rerrmtnfn�p +� UnkSke I 1 0 EA 401-012 EA 1.3160 132 1.0 1.114 PVC TEE SOC SCH40 Q 1.0000 1 1 0 £A 401.01$ EA 1,6000 1.60 1.0 1.112 PVC TEE SOC SCH40 ® I.0000 1 1 0 EA 437-210 EA 1,0700 1.07 1.0 1-112MM PVC RED BUSH SPICOTXSOC 1.0000 SCH40 _ 2 2 0 EA 406.005 EA 0.3160 0.63 1.0 112 PVC 90 ELL SOC SCH40 ® LODW 2 2 0 EA 406-007 EA 0.3520 0.70 1.0 314 PVC 90 ELL SOC SCH40 ® 1.0000 2 2 0 EA 107BC EA 7.2025 14.41 1.0 61N RND ICV BONCOVER 1.0000 56 56 0 CA K2 EA 0.9906 55.47 1.0 K2 Wire Connector 1,0000 Ordered As: 10222 7 7 0 EA GTSR EA 0.9300 6.31 1.0 N 10-018 Filled Connector 1.0000 SO 50 0 FT 14.1 WHIT&2500 FT 0.2480 1240 1.0 14 Gauge Wire White25008 1.0000 2,500 2,500 0 I'T 14-1 RED-2S00 FT 0,2490 620.00 1.0 14 Coup Red 250011 i.0000 Shipment Accepted By: Raul Esparta �J Total Liner: 21 SUB -TOTAL: 843.03 TAX: 0.00 AMOUNT DUE: 843.03 ORIGINAL BenMark Supply Company Inc. Branch: 08 Liberty Hill PO Box 198 Midland, TX 79702 432.682.6584 Bill To: DeNucci Constructors LLC 8310-1 Capital of Texas Highway Ste 275 Austin, TX 79731 40166-221 Customer ID: 104667 . INVOICE INVOICE 3269275 Invoice Date,- _ Page 3/23/2021 16:47:19� T Tl of 2 ORDER NUMBER 1308930 Ship To: DcNucci Constructors LLC AUK, 8310-1 Capital of Texas Highway Ste 275 Austin, TX 78731 33 USA Ordered By: Mr. Arturo Carillo��" r PO Number Term Description Nei Due Date Disc Due Date Discount Amaunt University Change Order-3/2312021 15:14:38 Net 30 4/22/2021 4/22=1 0.00 Order Dare Pick Ticket No Job Name Taker 3/23/202115:12.45 2272537 THOMPSONT Quanddes p►tchaA Item ID tlou Item Deacdpdon Untf stu 170 tc p , Euended pace Ordered Shtppad Renmlel rg UOu tlatr s$e Carrier. Tracking 0: 40 40 0 FT D1350.080 FT 24.5000 980.00 1.0 8" CI.35D DI Pipe 1.0000 4 4 0 EA DMB84S EA 79.1200 316.49 1.0 8' Mi 4S Bend 1.0000 I 1 0 EA DMLS EA 99,6164 99.62 LO 8" MJ Long Sleeve 1.0000 2 2 0 EA EZPVCUP08 EA 63.9956 13197 1.0 8" MI Restraint Pack C900 Pipe 1.0000 NEXT GEN Ordered As: EZPVCP8 9 9 0 EA EZDP8 EA 57.2208 514.99 1.0 8" MI Restraint Pack - DI 1.= 1 1 0 EA WRP-19200E EA 88.0000 88.00 1.0 29" x 20V Poly Wrap 8mil Black 1.0000 1 1 0 EA TAPE-12W EA 100.0000 100.00 1.0 Buried Water Line Tape 12' x IOW 1.09M I 1 0 EA SIPFA8 EA 133.2702 133.27 1.0 8' Foster Type Adapter 1.0000 ONGINAL U.,.ru. ru1+noiu BenMark Supply Company Inc. Branch: 08 Liberty Hill PO Box 198 Midland, TX 79702 432-682-6584 INVOICE _ INVOICE - 3269275 -1 Invoice_D_ale _ Page 3/23/2021 16:4_7:19 2 of 2 ; R _ .ORDER NUMBER I ---1308830 Qaanddes PWIV Item ID Item Descripdaa VON Uny Prtce Es*n*d price UOM O_k d Ststppsd Fe�n,rinl+rF tlolf Stq Uedf Stu Shipment Accepted By: Arturo Carillo Total Lines: 8 SUB -TOTAL: 2.364.33 TAX: 0.00 AMOUNT D UE: 2,364.33 ORIGINAL 11,.u3. urunmo y' ri It. l � w i Y 1 LEI _ �• , A 5 + A •k � � k �aFsl7TC3Eli'�i N r '69 + : ;5 ttit ED _ _+,i_� . `._�. _ -• '� �t•J•In!erstate_35`.� -_� City of Round Rock IOUND ROCK xAs Agenda Item Summary Agenda Number: Title: Consider executing Quantity Adjustment/Change Order No. 2 with DeNucci Constructors LLC for the University Blvd Widening - IH 35 to Sunrise Road Project Type: City Manager Item Governing Body: City Manager Approval Agenda Date: 6/4/2021 Dept Director: Gary Hudder, Transportation Director Cost: $25,960.51 Indexes: RR Transportation and Economic Development Corporation (Type B) Attachments: QA-CO#2_partexec, Google_earth_univ_blvd Department: Transportation Department Text of Legislative File CM-2021-265 The City entered into a contract with DeNucci Constructors to widen University Blvd. and an NTP was issued with a date of November 10th, 2020. In the course of performing the job tasks a conflict with the City's 12-inch water line was discovered. In change order #1 DeNucci Contractors lowered approximately 40 linear feet of the ductile water line. A fire hydrant was also removed and replaced with a new hydrant. The quantity adjustments were in the amount of $9,378.OS and the change order amount is $32,468.55 for a total contract adjustment of $41,846.55. In Change Order #2, DeNucci lowered and rebuilt the irrigation system running behind the ICU Building during the construction of the cut through street. New irrigation wiring, testing and fittings were used. Also in this change order DeNucci Contractors lowered an 8-inch waterline that was in conflict with a storm sewer line. The contractor installed 24 feet of Ductile Iron water line in solid rock and used MJ fittings to replace the line and tie-in to the existing water line. Thus removing the conflict. The amount of this change order is $25,960.51. The original contract amount is $12,028,913.00. The cumulative total for QA/CO #1 and #2 on this project is $67,807.06 which represents a 0.56% increase in the initial contract amount. Cost: $25,960.51 Source of Funds: RR Transportation and Economic Development Corporation City of Round Rock page 1 of 1