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Contract - DeNucci Constructors - 12/1/2022
Page 1 of 3 Contract Quantity Adjustment/Change Order rev.ouie Department: Transportation Project Name: 13001.01 University Blvd Widening Date: 9/23/22 City Project Change Order/Quantity ID Number 13001.01 Adjustment No. 9 Vendor DeNucci Constructors LLC 8310 Capital of TX Hwy N Ste 275 Austin TX 78731 512-335-0600 Company Name Address Phone No. Justification Items 1-18:COPS+Backup attached. Amount %Change Original Contract Price: $12,028,913.00 Previous Quantity Adjustment(s): $243,608.97 This Quantity Adjustment: $228,093.15 Total Quantity Adjustment(s): $471,702.12 Total Contract Price with Quantity Adjustment(s): $12,500,615.12 Previous Change Order(s): $774,754.32 6% This Change Order: $348,726.90 3% Total Change Order(s)To Date: $1,123,481.22 9% Adjusted Contract Price [Original Contract Price Plus Quantity Adjustment(s)Plus Change Order(s)]: $13,624,096.34 Difference between Original and Adjusted Contract Prices: $1,595,183.34 Original Contract Time: 760 Time Adjustment by previous Quan.Adj./Change Order: 125 Time Adjustment by this Quan.Adj./Change Order: 22 New Contract Time: 907 Prepared By: Aaron DeNucci ProW Manager,DeNucci Constructors LLC 9 23/22 Signature Printed Name,Title,Company Date Contractor: Aaron DeNucci ProW Manager,DeNucci Constructors LLC 9 23/22 CitySignature Printed Name,Title,Company Date Ma e 'K U -- 1A 10 ".2 7.2.22 Mayor/City Signa ure Printed Name,Title Date OVA& MQW2W- OR U�dz Manager Sign re Printed Name,Title IrDatf 6�-abaa - 3l� Page 2 of 3 rlYw'I Contract Quantity Adjustment/Change Order rev,01/26 Project Name: 13001.01 University Blvd Widening Quan.Adj./Change Order No.: 9 Chan a Order Data Contract Time Adjustment Item# Item Description Unit Qty. Unit Price Amount 1 COP 29 AC WL Material Recovery LS 1.00 35.50 $ 8,635.50 2 COP 30 REV 1 JMT REV 1 LS 1.00 $ 7,255.56 $ 7,255.56 1 3 COP 31 N Mays ICU WW LS 1.00 $ 32,134.21 $ 32,134.21 4 4 COP 32 REV 1 Sunrise WL+Valve Work LS 1.00 $ 26,578.55 26,578.55 2 5 COP 33 Univ Oaks P3-2 Signage LS 1.00 $ 13,384.62 $ 13,384.62 3 6 COP 35 REV 1 JMT REV 20 LS 1.00 $ 143,301.58 $ 143,301,58 0 7 COP 36 Stamped Concrete Univ Oaks LS 1.00 $ 6,297.10 $ 6,297.10 0 8 COP 39 Additional WS labor+materials LS 1.00 $ 11,814.33 $ 11,814.33 1 9 COP 40 Repair existing 20" WL saddle LS 1.00 $ 13,266.76 $ 13,266.76 1 10 COP 41 Existing WW Line Abandonment LS 1.00 $ 3,193.71 $ 3,193.71 1 11 COP 42 JMT REV 13 Price Delta LS 1.00 $ 53,744.52 $ 53,744.52 0 12 COP 44 REV 1 JMT REV 22 L 1.00 $ 29,120.46 $ 29,120.46 2 TOTALS: 48,7 6.90 !s Page 3 of 3 Contract Quantity Adjustment/Change Order rer,01,In Project Name: 13001.01 University Blvd Widening Quan.Adj./Change Order No.: 9 uantity Adjustment Data Contract Time Bid Item Jt Item Description Unit Qty. Unit Price Amount Adjustment Davc WEEK. 44 r d,: 13 QA 34 REV 1 SE CBC Approach Flowable CY 28.00 $ 145.00 $ 4,060.00 0 13.1 QA 34 REV 1 SE CBC Approach Flowa le CY -28.00 $ 8.00 $ (224.00) 0 BOND LS 1.00 $ 38.36 $ 38.36 0 14 QA 28 HMAC TY B TON 2672.00 $ 82.00 $ 219,104.00 5 14.1 QA 28 HMAC TY C TON -2672.00 $ 95.00 $ (253,840.00) 0 14.2 QA 28 HMAC TY C(safety slopes) TON 777.00 $ 95.00 $ 73,815.00 0 14.3 QA 28 Select Fill CY 4973.00 $ 8.00 $ 39,784.00 0 14.4 QA 28 Flexible Base CY 1113.00 $ 48.00 $ 53,424.00 0 BOND LS 1 $ 1,322.87 $ 1,322.87 0 15 QA 37 HMAC TY C Cross Streets LS 53 $ 95.00 $ 5,035.00 0 BOND LS 1 $ 50.35 $ 50.35 0 16 QA 43 360-CONC PAY(JOINTED-CPCD) SY 341.6 118.00 40,308.80 1 16.1 QA 43 430- PC CONC CURB FINE GRADE LF 244 $ 22.00 $ 5,368.00 0 16.2 QA 43 104 - REMOV CONC PAVERS SY 341.6 25.00 $ 8,540.00 0 16.3 QA 43 432 -NEW PC CONC SIDEWALK SF 1285 $ 6.00 $ 7,710.00 0 BOND LS 1 $ 119.27 619.27 0 17 QA 45 870-WK ZN PAV(ARROW) EA 5 $150.00 $ 750.00 1 BOND LS 1 $7.50 $ 7.50 0 QA 4 BARRICADES, SIGNS, AND 18 TRAFFIC HANDELING EA 4 $5,500.00 $ 22,000.00 0 BOND LS 1 $220.00 $ 220.00 0 2 .093.151