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ST0301A-CN101028
CITY OF COPPELL CHANGE OR EXTRA WORK ORDER PROJECT: Bethel Road II (ST 03 -01A) CONTRACTOR: JRJ Paving, L.P. OWNER: City of Coppell CHANGE ORDER NO.: Three (3) DATE: October 22, 2010 Page 1 of 2 1. Additional costs associated with project shut -down and remobilization due to plan changes associated with the Chateaus of Coppell subdivision. 2. Adding a stack block retaining wall between Knights Way and Denton Tap to protect existing trees. 3. Additional drainage work to pick up private drains and carry them to the closest inlet. 4. Utility adjustments. 5. Reduce height of bridge rail from 4' -6" to 3' -6" 6. Add finial and band to bridge lights. Item Description Quantity Unit Unit Price Total ADD: 1. Remobilization 120 LF $10.38 associated with plan 15 LF $2.40 changes. 107. Unclassified Excavation 2. Stack block retaining wall to match existing walls 3. 12" Concrete drain box 4. 8" HDPE drain pipe 5. 4" PVC Drain Pipe 6. Plug line inside existing manhole 1 LS $3,492.68 $3,492.68 204 CY $4.83 $985.32 1 Ls $7,099.40 . $7,099.40 5 EA $624.48 $3,122.40 120 LF $10.38 $1,245.60 15 LF $2.40 $36.00 1 EA $420.00 $420.00 7. Additional cost of 1 LS $993.60 $993.60 offset pier cap n 8. Finial & Band tot 6 street lights Total Additions: $18,775.00 DEDUCT: 1. Savings from 1 LS $2,560.00 ($2,560.00) adjustment of rail height s J (6`✓ Lico Total Deductions: ($2,560.00) Net Change: $16,215.00 Previous contract amount $1,969,019.05 Net increase in contract amount Change Order # 1 $23,505.50 (8 -3 -2010) Net increase in contract amount Change Order #2 $98,431.33 (8 -10 -2010 council approved) Net increase in contract amount Change Order # 3 $16,215.00 Revised contract amount $ 2,107,170.88 Cumulative increase in TOTAL change order amount (Percentage) 7.0% Net increase in contract time of completion 0 Revised Contract time of completion 270 Calendar Days The contractor hereby accepts this Contract adjustment as a final and complete adjustment in full accord and satisfaction of all past and future liability originating under any clause in the Contract by reason of this revision to the Contract. Rico e'ded by Ci En:inee D. e Agreed to by Contractor Date Accept by City Date To(OWNER): CITY OF COPPELL Project: Bethel Road II Application No: 8 Page 5 255 PARKWAY Bethe ' • . • Invoice No: 23060 P.O. BOX 9478 •ppell, TX 75019 / Invoice Date: 1/31/2011 COPPELL, TX 75019 ‘41#' k Terms: Net 30 From: JRJ PAVING, LP Via(Archite' : hear 1# �' 1/ Due Date: 3/2/2011 1805 Royal Lane, Ste 107 Engin:-r) ® Peri•• -1 1 Dallas, TX 75229 °roject No: 10112 t5 (214) 466 -8340 � e t4' e y Contract Dat _.m�. ea►- For �_ - __ - - � � 8 , f_e - tr 7 C 0 _ 7-e_ Planned Unit of Pre / This Total Unit Amount ended Item Description of Work Quantity Measure vI ti I Jr uantity >/2/ 5 -This Period Amount 194 Remove Old Structure (Large) (Bridg H.00 1.01 0. 0 40 00.00 $0.00 i $40,800.00 195 Drilled Shaft (18) rt 111.00 ../, 1 . 1 0. 7 0 12; . i $0.00 $16,976.88 196 Drilled Shaft (30 ") � �(� 236.00 p L 2 .5r 0. 0 270.5 $0.0 $55,182.00 197 CL C Conc (Abutments & Wingwalls) ( /it y y 58.00 CY 58.00. 0 58.00 714.00 $0.00 $41,412.00 198 CL C Conc (Bent) r 46.00 CY 0 ' a c. r /46.00 714 $0.00 $32,844.00 199 CL S Concrete (Appr Slab) W __2_,.14.-0-6 222.00 CY w 222.0 0. 0 222.00 55.00 $0.00 $56,610.00 to Rip ? 2 5 - 337.00 CY 172.00 42.00 __2_,.14. 214.20 $8,996.40 $45,838.8 t t 201 Reinforced Concrete Slab (Bridge) i 7,367.00 SF 5,894.00 0.00 . 5,894.00 2.24 $0.00 $72, .56 202 Prestressed Concrete Beam 760.00 LF 760.00 0 760.00 1 .40 $0.00 $93,024.00 203 Armor Joint (w/ Seal) ? ccl t ),(-e 87.00 LF 8.'00 0 87.00 112.20 $0.00 $9,761.40 204 ---- -. ---- De Decorative Railing at Bridge , - -- ` -256.00 LF 226.00 91.96 317:96 91.80 $8,441.93 7 3 $29,188.73 206 - - - - = - . - 1 • ""a 3,220.00 SF 3,500.00 0.00 .3500.00 40.80 $0.00 $142,800.00 207 Rail 3-or +6C -a L. O Co -5c7 615.00 LF 580.00 0.00 ( - 1.00 ` 580.00 102.00 $0.00 $59,160.00 Street Lighting 1.00 LS 1.00 0.00 208 Stt Lighti _ 59,431.00 $0.00 $59,431.00 _ 209 Bridge Banner Poles 1.00 LS 1.00 0.00 1.00 24,675.00 / $5,431.00 $0.00 $24,675.00 1 210 Bridge Sidewalk 215.00 SY 292.00 0.00 292.00 42.00 $0.00 $12,264.00 1 212 Additional "High Early" CC Denton T 1.00 ' 1.00 0.00 1.00 2,000:00 $0.00 $2,000.00 213 18" Stop Bars 125.04 7 � F 213.00 0.00 213.00 5.18 $0.00 $1,103.34 214 Raised Pavement Marker Type C 104 EA 104.00 0.00 104.00 8.25 $0.00 $858.00 215 Early Completion Inventive 10.c DA 10.00 0.00 10.00 2,000.00 $0.00 $20,000.00 217 Demo Old Aerial Crossing w /Pier 1.00" LS 1.00 0.00 1.00 5,491.25 $0.00 $5,491.25 218 30" Drill Shaft v t ..) 20.00\ LF 20.00 0.00 20.00 204.00 $0.00 $4,080.00 219 30" Formed Column ` R 20.00 ‘ LF 20.00 0.00 20.00 306.00 $0.00 $6,120.00 220 Aerial Crossing Pi Cap '' 2.00 EA 2.00 0.00 2.00 1,437.50 $0.00 $2,875.00 221 Stainless Strap \ \ \ 4.00 EA 4.00 0.00 4.00 402.50 $0.00 $1,610.00 Concrete Anchor 222 2.00 EA 2.00 0.00 2.00 1,173.00 $0.00 $2,346.00 223 Concrete Pipe Encaset 20.00 LF 20.00 0.00 20.00 72.45 $0.00 $1,449.00 224 Transition Coupling4 2.00 EA 2.00 0.00 2.00 448.50 $0.00 $897.00 225 Connect to Existing 2.00 EA 2.00 0.00 2.00 1,207.50 $0.00 $2,415.00 226 12" SDR -35 in Casing w /Spacers 140.00 LF 192.00 0.00 192.00 134.55 $0.00 1 $25,833.60 To(OWNER): CITY OF COPPELL Project: Bethel Road II Application No: 8 Page 6 255 PARKWAY Bethel Road Invoice No: 23060 P.O. BOX 9478 Coppell, TX 75019 Invoice Date: 1/31/2011 COPPELL, TX 75019 Terms: Net 30 Flom: JRJ PAVING, LP Via(Architect/: Due Date: 3/2/2011 1805 Royal Lane, Ste 107 Engineer) Period To: 1/31/2011 Dallas, TX 75229 Project No: 10112 Contract Date: (214) 466 -8340 For: Planned Unit of Previous This Total Unit Amount Extended Item Description of Work Quantity Measure Quantity Period Quantity Price This Period Amount 227 20" Coated Steel Casing 120.00 LF 120.00 0.00 120.00 223.10 $0.00 $26,772.00 1 228 Remove Existing Siphon Box 1.00 LS 1.00 0.00 1.00 7,820.00 $0.00 $7,820.00 229 Remove Existing Manhole 1.00 LS 1.00 0.00 1.00 1,610.00 $0.00 $1,610.00 230 Sewer By -Pass Pumping 1.00 LS 1.00 0.00 1.00 231 De- Watering 1.00 LS 1.00 0.00 1.00 232 Testing 1.00 LS 1.00 0.00 1.00 233 24" Concrete Plug 1.00 EA 1.00 0.00 1.00 234 Install New Blow -Off Assembly 1.00 EA 1.00 0.00 1.00 235 Bracing Utility Pole 1.00 LS 1.00 0.00 1.00 r"1 CHANGE ORDER #3 6 237 Remobilization Associated w /Plan Ch 1.00 i LS 1.00 0.00 1.00 ` 238 Unclassified Excavation 204.00 / CY 204.00 0.00 204.00 � J 239 Stack Block 1.00 LS 1.00 0.00 1.00 I J 240 12" Concrete Drain 5.00 \ EA 5.00 0.00 5.00 W 241 8" HDPE Drain Pipe 120.00 LF 120.00 0.00 120.00 242 4" PVC Drain Pipe 15.00 LF 15.00 0.00 15.00 243 Plug line inside existing manhole 1.00 EA 1.00 0.00 1.00 244 Addi onal ost of Offset Pier Cap 1.00 LS 1.00 0.00 1.00 cm il PI !'�=~ A V"- EA 6.00 0.00 6.00 230.04Jv C- $0.00 $1,380.00 2-. Deduct Savings rom Adjustme .,= : • PO 0 -1.00 LS -1.00 0.00 -1.00 2,560.00 560.00 T 247 De o aztec P 44 Cabinet D 0.00 EA -1.00 1.00 0.00 7,875.00 $7,875.00 $0.00 $7,875.00 $16,215.00 CHANGE ORDER #4 249 Gabion Bank Stabilization 1.00 LS 0.00 1.00 1.00 43,065.00 $43,065.00 $43,065.00 250 PED Signal Section 2.00 EA 0.00 2.00 2.00 585.00 $1,170.00 $1,170.00 251 PED Pushbutton & Sign Assembly 2.00 EA 0.00 2.00 2.00 130.00 $260.00 $260.00 252 Reduction of Rip Rap -42.00 CY 0.00 -42.00 -42.00 214.20 - $8,996.40 - $8,996.40 253 Cost reduction for City Supplying -1.00 LS 0.00 -1.00 -1.00 7,875.00 - $7,875.00 - $7,875.00 254 Cost Reduction for Guardrail change -1.00 LS 0.00 -1.00 -1.00 7,803.30 - $7.803.30 - $7,803.30 To(OWNER): CITY OF COPPELL Project: Bethel Road II Application No: 8 Page 7 255 PARKWAY Bethel Road Invoice No: 23060 P.O. BOX 9478 Coppell, TX 75019 Invoice Date: 1/31/2011 COPPELL, TX 75019 Terms: Net 30 From: JRJ PAVING, LP Via(Architect/: Due Date: 3/2/2011 1805 Royal Lane, Ste 107 Engineer) Period To: 1/31/2011 Dallas, TX 75229 Project No: 10112 Contract Date: (214) 466 -8340 For: Planned Unit of Previous This Total Unit Amount Extended Item Description of Work Quantity Measure Quantity Period Quaptr� Price This Period Amount CHANGE ORDER #4 $19,820.30 $19,820.30 Totals 5,167.33 $2,105,436.11