R-2021-326 - 12/16/2021 RESOLUTION NO. R-2021-326
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
DeNucci Constructors, LLC for the University Boulevard Widening — IH 35 to Sunrise Road Project,
and
WHEREAS, the Council has determined that it is necessary to make adjustments/changes to
the quantity of work to be performed or materials, equipment, or supplies to be provided, and
WHEREAS, it has been determined that it is necessary to adjust/change the quantities in said
Contract in accordance with the attached Quantity Adjustment/Change Order No. 6,Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City, Quantity
Adjustment/Change Order No. 6 to the Contract with DeNucci Constructors, LLC for the University
Boulevard Widening—IH 35 to Sunrise Road Project, a copy of said quantity adjustment/change order
being attached hereto as Exhibit"A"and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551,Texas Government Code, as amended.
RESOLVED this 16th day of December,2021.
Am �
CRAIG M RGAN,Mayor
City of Round RockvTexas
�-AATTEST: Ift a" iAl
62 W.d" U
MEAGAN S KS, Ci Clerk
0112.20212;004858-1577-5493
EXHIBIT
A» Page I of 3
Contract Quantity Adjustment/Change Order
N,01116
Department: Transportation
Project Name: 13001.01 University Blvd Widening_ Date: 11/11/21
City Project Change Order/Quantity
ID Number 13001.01 Adjustment No. 6
Vendor DeNucci Constructors LLC 8310 Capital of TX Hwy N Ste 275 Austin TX 78731 512-335-0600
Company Name Address Phone No.
Justification
1.COP 13 to provide all labor,equipment,and material to completely remove(5)existing 20"valves at University Blvd and remove and replace
(1) 12"gate valve. Price also includes(2)thrust blocks.(Per attached material invoice){Per COP 013 attachedi 2.Delta of Valve
Direction LLC material invoice(ordered by CoRR,paid for by DeNucci)vs Benmark material invoice(DeNucci's vendor)for the 20"actuator
gears. (Per attached material invoices)QUANTITY ADJUSTMENTS:Trench in lieu of bore electrical conduit: ttem(s)318.Add Alternate
connector road quantity bust: ltem(s)210,306,340, 430. Added WW Pipe and bypass quantities for bypass plan agreed upon in bypass
meeting 10/29/21: Items)80,82. (JMT updated plan sheet attached)
Amount %Change
Original Contract Price: :$53,1527
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s): $261,437.26 2%
This Change Order: $61,539.14 1%
Total Change Order(s)To Date: $322,976.40 3%
Adjusted Contract Price [Original Contract Price Plus Quantity
Adjustment(s)Plus Change Order(s)]: $12,405,416.45
Difference between Original and Adjusted Contract Prices: $376,503.45
Original Contract Time: 760
Time Adjustment by previous Quan.Adj./Change Order: 36
Time Adjustment by this Quan.Adj./Change Order: 44
New Contract Time: 840
Prepared By: Aaron DeNucci Project Engineer,DeNucci Constructors LLC 11 11/21
Signature Printed Name,Title,Company Date
Contractor: Aaron DeNucci Project Engineer, DeNucci Constructors LLC 11 11/21
Signature Printed Name,Title Date
City Projtier: 1l.� NJ IL{
Manager: � tel� Fin
Signature Printed Name,Title Date
Mayor/City
Manager
Signature Printed Name,Title Date
Page 2 of 3
Contract Quantity Adjustment/Change Order
2v,01/16
Project Name: 13001.01 University Blvd Widening
Quan.Adj./Change Order No.: 6
Change Order Data
Contract
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount
1 COP 5 ,463.14 59, 3.14 24
2 20'Actuator Material Delta LS 1 $2,076.00 $2,076.00 0
0.
0.00
$0.00
0.00
$0.00
$ .00
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-
$0.00
Page 3of3
Contract Quantity Adjustment/Change Order
rev,01/16
Project Name: 13001.01 University Blvd Widening
Quan.Adj./Change Order No.: 6
Quant1tv Ad ustment Data
:A:djuetnt
Bid Item# Item Description Unit Unit Price Amount
31 C BORE) L (1,294 - 0
319 COND PVC 80 3' BORE L 2,730 7 0
210 FLFXIBLE BASE CY 749 $ 4 . 35,952.00 7
06 PRIME COAT GAL 65 5.00 ;3 5.00 1
340 HMAC TY C T N 45 95.00 $4,275.00 1
430 PC CONCRETE C&G LF 45 22.0 90. 1
8 PIP 1 D A.AWWA -110 DIP LF 75 110.00 $8,250.00 5
82 BYPASS PUMPING LS 2 1 .00 $32,600.00 5
0.00
o.
o.
0.00
0.00
0,00
0.0
.o
0.00
$0.00
0,00
0.00
.0
o.o
o.o
TOTAM -$30,880.001 20
i011111111111111
ESTIMATE OF PROBABLE CONSTRUCTION COST WITH BID TABULATIONS
AW GRIMES BLVD RIGHT TURN LANES
Roadway AW Grimes Blvd
Limits: From the Intersection of E Old Settlers Blvd to 0.09 MI South of Chandler Creek Blvd County: Williamson
Description:Right Turn Lane Improvements Length: 1883 F7
Patin DeNucci Diamond X Smith
Spec Description Quantity Unit Unit Price Amount un,PriceAmount Unit Place Amount UtLlt Prior I Amount Una Pd. Amount
ROADWAY ROADWAY
1006002 PREPARING ROW 8.05 STA $2,000.00 $16,100.00 ;12,000.00 $96,600.00 $5,500.00 $44,275.00 $1,000.00 $8,050. ;30,000.00 $80,500.00
304 6022 REMOVING CONC(CURB AND GUTTER) 877 LF $8.00 $7,016.00 ;5.00 $4,385.00 ;35.00 $30,695.00 ;20.20 $17,715.40 $7.00 $6,139.00
1046015 REMOVING CONC(SIDEWALKS) 515 SY ;20.00 $10,300.00 $15.00 $7,725.00 ;55.00 $28,325.00 ;36.40 $18,746.00 $24.00 $12,360.00
1046017 REMOVING CONC(DRIVEWAYS) 120 SY $15.00 $1,800.00 $20.00 $2,400.00 ;67.00 $8,040.00 $84.00 $10,080.00 ;28.00 $3,360.00
105 6074 REMOVING STAB BASE AND ASPH PAV(4') 92 SY $4.00 $368.00 $25.00 $2,300.00 $69.00 $6,348.00 $57.50 $5,290.00 ;75.00 $6,900.00
1056090 RMV STAB BS 6.ASPH PAV(11.5--22-) 87 SY $9.00 $783.00 $50.00 ;4,350.00 ;75.00 $6,525.DO $126.00 $10,962.00 $97.00 $8,439.00
6906057 REMOVAL OF PEDESTRIAN RAMPS 4 EA $300.00 $1,200.00 $750.00 $3,000.00 $500.00 $2,000.00. $2,750.00 $11,000.00 ;400.00 $1,600.00
1106001 EXCAVATION(ROADWAY) 1,013 CY $15.00 $15,195.00 $20.001 $20,260.00 ;32.00 $32,416.04 $46.10 $46,699.30 ;60.D0 $60,780.00
1326005 EMBANKMENT(FINAL)(ORD COMP)(TY C) 88 CY $20.00 $1,760.00 $10.001 $880.00 $103.00 $9,064.00 $115.50 $10,164.00 ;70.00 $6,160.00
247 6044 FL BS(CMP IN PLC)(TY A GR 4XFNAL POS) 525 CY $50.00 $26,250.00 $60.00 $31,500.DO ;55.00 $28,875.00 ;95.95 $50,373.75 $210.00 ;110,250.D0
2606002 LIME(HYDRATED LIME(SLURRY)) 2 TON $200.00 $400.00 $250.00 $500.00 $1,000.00 $2,000.00 $250.00 $500.00 $1,000.00 ;2,000.D0
2606027 LIME TRT(EST MATLx8-) 1,574 SY $4.00 $6,296.00 $12.00 $18,888.DO ;20.00 $31,480.00 ;26.00 $40,924.00 ;6.00 $9,444.00
3106027 PRIME COAT(MC-30 OR AE-P) 221 GAL ;5.00 $1,105.00 ;9.00 $1,989.00 ;18.00 $3,978.00 ;15.65 $3,458.65 $8.50 $1,878.50
30766W6 D-GR HMA TY-B PG70-22 182 TON $100.00 $18,200.00 $150.00 $27,300.DO $100.00 $18,200.00 $174.60 $31,777.20 $140.00 $25,480.00
30766023 D-GR HIM TY-C PG70-22 132 TON $100.00 $13,200.00 $165.00 $21,780.00 $236.00 $31,152.00 $207.70 $27,416.40 $155.00 $20,460.00
30766024 O-GR HMA TY-C SAC-A PG70.22 132 TON $100.00 $13,200.00 $171.00 $22,572.00 $248.00 $32,736.00 $218.65 $28,861.80 $160.00 $21,120.00
496 6002 REMOV STR(INLET) 1 EA $650.00 $650.00 $1,000.001 $1,000.00 $956.00 $956.00 $3,500.00 $3,50D.00 $1,000.00 ;1,000.00
529 6008 CONC CURB•GUTTER(TV II) 852 LF ;25.00 $21,300.00 $20.00 $17,040.00 ;32.50 $27,690.00 ;38.8S $33,100.20 $24.00 $20,448.00
5316003 CONC SIDEWALKS(8') 476 SY ;60.00 $28,560.001 $70.00 $33,320.00 $84.50 $40,222.00 $84.45 $40,198.20 ;64.00 $30,464.00
5316004 CURB RAMPS(TY 1) 2 EA $1,800.00 $3,600.00 $1,500.00 $3,000.00 $1,750.00 $3,500.00 $2,520.00 $5,040.00 ;1,8W.00 $3,600.00
531 60D5 CURB RAMPS(TY 2) 1 EA f2,200.00 $2,200.00 $1,500.00 $1,500.00 $1,900.00 $1,900.00 $2,520.00 $2,520.00 $2,000.00 $2,000.00
5316013 CURB RAMPS(TY 10) 1 EA $2,000.00 ;2,000.00 $1,500.00 $1,500.00 $1,900.001 $1,900.00 $2,520.00 $2,520.00 $1,700.00 $1,700.00
5026001 BARRICADES,SIGNS AND TRAFFIC HANDLING 9 MO $2,500.00 $22,500.00 $1,500.00 $13,500.00 $2,930.00 $26,370.04 $6,500.00 $S8,500.00 $5,000.00 $45,000.00
644 6001 IN SM RD SN SUPBAM TY10BWG(1)SA(P) 2 EA ;600.00 $1,200.00 $810.00 $1,620.00 $844.00 $1,688.00 $756.00 $1,512.00 $1,000.00 $2,000.00
6446068 RELOCATE SM RD SM SUPBAM TY 10OWG 2 EA $500.00 $1,000.00 $510.001 $1,020.00 $531.00 f1,062.D0 $476.00 $952.00 $525.00 $1,050.00
6666036 REFL PAV MRK TY I(W)8'(SLD)(100MIL) 543 LF $1.50 $814.50 $6.00 $3,258.00 ;4.00 $2,172.00 ;5.35 $2,905.05 $2.25 $1,221.75
6666042 REFL PAV MRK TY I(W)12'(SLD)(100MIL) 79 LF ;5.00 $395.00 ;15.00 ;1,185. ;30.00 $2,370.00 ;14.00 $1,106.00 ;7.00 $553.00
6666048 REFL PAV MRK TY I(W)24-(SLD)(100MIL) 22 LF $10.00 $220.00 $35.00 ;770. ;60.00 $1,320.00 $31.95 $702.90 $14.00 $308.00
6666054 REFL PAV MRK TY I(WXARROWx100MIL) 4 EA $150.00 $600.00 $240.00 $960.00 $500.00 $2,000.00 $224.00 $896.00 $235.00 $940.00
6666078 REFL PAV MRK TY I(WXWORDx100MIL) 4 EA $150.00 $600.00 $330.00 $1,320.00 $600.00 $2,400.00 ;308.00 ;1,232. $235.00 $940.00
6726007 REFL PAV MRKR TY I-C 27 EA $4.00 $108.00 $10.00 $270.00 $24.001 648.00 $8.701 $234.90 ;14.00 $378.00
ROADWAY SUBTOTAL $218,920.50 $347,692.00 1 $43Z307.001 1 $476,937.751 $488,473.25
EROSION CONTROL EROSION CONTROL
162 6002 BLOCK SODDING 9301 SY 1 $3.00 $2,790.00 $7.00 $6,510.00 $7.00 $6,510.DO $8.00 $7,440. ;9.00 $8,370.00
1686001 VEGETATIVE WATERING 191 MG 1 $10.00 $190.00 $100.00 $1,900.00 $102.00 $1,938.00 $120.00 $2,280.001 ;23.00 $437.00
506 6040 BIODEG EROSN CONT LOGS(INSTL)(8') 144 LF 1 ;5.00 $720.00 $4.00 $576.00 $30.00 $4,320.00 $4.50 $648. $4.00 $576.00
5066043 BIODEG EROSN CONT LOGS(REMOVE) 144 LF 1 $1.00 $144.00 $1.00 $144.00 $8.00 $1,152.00 $4.00 ;576. ;1.15 $165.60
EROSION CONTROL SUBTOTAL $3,844.00 $9,130.00 $13,920.00 $10,--ool $9,548.60
ILLUMINATION ILLUMINATION
410 60D9 REMOVE RD IL ASM(TRANS-BASE) 3 EA $150.00 $450.00 $600.00 $1,800.00 $937.50 $2,812.50 $560.00 $1,680.00 $550.00 $1,650.00
4166029 DRILL SHAFT(RDWY ILL POLE)(30 IN) 24 LF $250.00 ;6,0D0.00 $300.00 $7,200.00 $323.00 $7,752.00 $280.00 $6,720.00 $450.00 $10,800.00
6106198 IN RD IL(TY SA)408-8(250W EQ)LED 3 EA $4,000.00 ;12,OD0.00 $4,700.00 $14,100.00 $2,800.00 $8,400.00 $4,379.95 $13,139.85 $2,200.00 $6,600.00
618 6046 CONDT(PVC)(SCH 80)(2-) 678 LF $10.00 $6,780.00 $34.00 $23,052.00 ;22.00 $14,916.00 $31.35 $21,255.30 $27.00 ;18,306.00
618 6047 CONDT(PVC)(SCH 80)(2-)(BORE) 94 LF $20.00 $1,880.00 $108.00 $10,152.00 $103.00 $9,682.00 $100.80 $9,475.20 $55.00 $5,170.00
6206009 ELEC CONDR(NO.6)BARE 678 LF ;2.00 $1,356.00 ;2.40 $1,627.20 $2.00 $1,356.00 $2.25 $1,525.50 $2.35 $1,593.30
6206010 ELEC CONOR(NO.6)INSULATED 1,356 LF ;2A0 $2,712. ;2.40 $3,254.40 $2.00 $2,712. ;2.25 $3,051.00 $2.45 $3,322.2
624 6002 GROUND BOX TY A(122311)W/APRON 4 EA ;1,000.00 ;4,000. ;1,500.00 f6,000. $983.00 ;3,932. 51,344.00 $5,376.001 $1,400.00 ;5,600.00
ILLUMINATION SUBTOTAL 1 $67,185.601 1 $51,562.501 1 ;62,222.85 $33,041.50
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