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Home My WebLink AboutWhite Construction/Eng/CO #1/138,919.67/Old Town Alley Drainage Improvements– Project #16-SW-77City of Carmel Project 16 -SW -77 Old Town Alley Drainage Improvement CHANGE ORDER #1 Reconciliation of all original items for 16 -SW -77 and added Line D work and plant material for easement acquisition. Contract Price -prior-to-this Change Order Contract Price will be increased/decreased by this Change Order ------------------------------------------------------------------------------------------ $1,423,837.50 $138,919.67 New Contract Price including this Change Order $1,562,757.17 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $1,423,837.50 $1,423,837.50 N/A C01 $138,919.67 $1,562,757.17 8.8% CITY OF CARMEL TO: White Construction, Inc CONTRACT CHANGE ORDER NO.: FINAL, #1 3900 E White Avenue DATE: t/12/1.8 PO Box 249 PROJECT NAME: Old Town Alley Drainage Improvement Clinton, IN 47842 CITY PROJECT NO.: 916 -SW -77 CITY PO NO.: 4100406 CITY PO DATE: 5/2/17 �4fRpG v d� I. You are directed to make the following changes in this Contract: Final balancing change order for orignal contract items plus extra work at City's direction including added pervious alley SCHEDULED ADJUSTMENT ITEM AMOUNT (±l OR (-1 DAYS #1 - 140 $ 138,919.67 * See detail of items and summary of changed costs in attached Table for items 1 through 62 1I. The following referenced Documents further describe the changes outlined in Paragraph 1, and are to be considered a part of this Change Order: R.F.P.: _n/a W.D.C. NO.: n/a Other: _By Request from the City of Carmel The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $1,423,837.50 Contract Price will be increased by this Change Order $138,919.67 New Contract Price including this Change Order $1,562.757.17 Contract Time Days Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended The Above Changes Are Approved CROSSROAD ENGINEERS ENGINEER 3417 Sherman Drive Address Beech Grove, IN 46107 City/State/Zip By: s� Phone: 317-780-1555 White Construction CONTRACTOR 3900 E White Avenue Address PO Box 249 City/State/Zip By: Phone: 765-828-2590 Chnstme S. rauley, y erK74rea5urer Date: 03/08/2018 Date: LT20Date: PROJECT NAME: Old Town Alley Drainage Improvement CITY PROJECT NO.: #16 -SW -77 CHANGE ORDER #1 FINAL TABLE ttemDescription Unit Unit Price Original Quantity Original �rnnun[ FinalNo. llusntity Final:lmuunt Over/Coder A I Construction Engineering LS $20,000.00 1 S 20,0()0 )0 1 S 20,000.00 S A 2 Mobilization and Demobilization LS $25,000.00 1 S 25,000.00 1 $ 25,000.00 $ A 3 Maintenance of Traffic LS $10,000.00 1 S 10,000.00 1 $ 10,000.00 $ A 4 Clearin Ri ht of W LS $20,000.00 1 S 20,000.00 1 $ 20,000.00 S A 5 Common Excavation CYS $75.00 228 $ 17,100.00 228 $ 17,100.00 $ A 6 JPCCP for Approach, 6 in SYS $75.00 44 $ 3,300.00 52.22 $ 3,916.50 $ 616.50 A 7 lCompacted Aggregate Base No. 53 TON $50.00 15 $ 750.00 130.3 $ 6,515.00 $ 5,765.00 A 8 11ertneable Pavers SFT $11.00 2757 S 30,327.00 2770 S 30,470.00 $ 143.00 A Aggregate for Porous Pavement, #57 Washed, Open 9 Graded Stone 4 in TON $75.00 68 $ 5,100.00 68 S 5,100.00 $ A 10 1 Aggregate for Porous Pavement #2 Stone 12 in. TON $50.00 231 S 11,550.00 227.4 S 11,370.00 S (180.00 A 44 Dense Graded Aggregate CYS $75.00 35 $ 2,625.00 0 $ - S (2,625.00 A 12 IPVC Ede Restraint LFT $10.00 552 $ 5,520.00 574 S 5,740.00 $ 220.00 A 13 Nonwoven Geotextile Fabric SYS $3.00 410 $ 1,230.00 389 S 1,167.00 $ 63.00 A 14 JGeoRrid SYS $5.00 306 S 1,530.00 758 $ 3,790.00 $ 2,260.00 A 15 8 in. Double Wall Perforated HDPE Underdrain LFT $40.00 30 S 1,200.00 30 S 1,200.00 S A 16 12 in. Double Wall Perforated HDPE Underdrain LFT $60.00 282 S 16,920.00 282 $ 16,920.00 S A 17 8 in SDR 35 PVC LFT $50.00 30 $ 1,500.00 30 $ 1,500.00 $ A18 N to last a Structure EA 51,800.00 6 S 10,800.00 6 S 10,800.00 $ A 19 Mechanical) Core Structure EA $750.00 1 $ 750.00 1 $ 750.00 S - A 20 Hydrant Relocation EA $7,500.00 1 $ 7,500.00 1 S 7,500.00 $ - A 21 Nurse SoddingSYS $10.00 148 $ 1,480.00 148 S 1,480.00 $ A 22 Topsoil (Undistributed) CYS $25.00 25 $ 625.00 25 $ 625.00 $ A 23 Erosion Control Measures LS $5,000.00 1 $ 5,000.00 1 $ 5,000.00 $ A 24 Concrete Sidewal 4 in. SYS $50.00 29 $ 1,450.00 27.77 $ 1,388.50 S 61.50 A 25 Concrete Curb Remove and Replace LFT $75.00 104 $ 7,800.00 122 S 9,150.00 $ 1,350.00 A 26 HMA Surface 9.5mm TON $925.00 1 $ 925.00 0 $ - $ 925.00) A 27 12 in. RCP LFT $75.00 49 $ 3,675.00 48 $ 3,600.00 $ 75.00 A 28 Inlet T 'M' EA $3,000.00 1 $ 3,000.00 1 $ 3,000.00 $ A 29 Structural Backfill T 2 CYS $75.00 19 $ 1,425.00 21.34 S 1,600.50 S 175.50 A 30 Adjust Cast' to Grade EA $750.00 1 $ 750.00 1 $ 750.00 $ - A 31 6 in. DI Water Main LFT $250.00 7 $ 1,750.00 7 S 1,750.00 $ A 32 6 in. Gate Valve EA $1,250.00 1 $ 1,250.00 1 S 1,250.00 $ B 1 33 lConstruction Engineering LS $25,000.00 l $ 25,000.00 1 S 25,000.00 $ B 34 Mobilization and Demobilization LS $25,000.00 1 $ 25,000.00 1 S 25,000.00 $ B 35 IMaintenance ofTraftic LS $15,000.00 1 S 15,000.00 1 $ 15,000.00 $ B 36 lClearing Right of Way LS $25,000.00 1 S 25,000.00 1 S 25,000.00 $ B 37 JComrnon Excavation CYS $75.00 973 S 72,975.00 973 $ 72,975.00 $ B 38 PCCP for Approach, 6 in. SYS $75.00 33 S 2,475.00 35 S 2,625.00 $ 150.00 B 39 PCCP for Approach, 9 in SYS $100.00 67 $ 6,700.00 60 $ 6,000.00 S (700.00) B 40 Co acted Aggregate Base, No. 53 TON $50.00 50 $ 2,500.00 59.54 S 2,977.00 $ 477.00 B 41 Porous Asphalt Surface 4 in. Depth SFT $3.50 10195 $ 35,682.50 10504.35 $ 36,765.23 $ 1,082.73 B 42 Aggregate for Porous Pavement #8 Washed Stone TON $50.00 378 $ 18,900.00 378 S 18,900.00 $ - B 43 Aggregate for Porous Pavement #2 Stone TON $40.00 856 $ 34,240.00 856 S 34,240.00 $ B 44 Nonwoven Geotextile Fabric SYS $3.00 1464 S 4,392.00 1464 $ 4,392.00 $ B 45 Geo 'd SYS $5.00 1133 S 5,665.00 1133 $ 5,665.00 S B 46 18 in Double Wall Perforated HDPE Underdrain LFT $35.00 600 S 21,000.00 562 $ 19,670.00 $ 1,330.00) B 47 12 in. Double Wall Perforated HDPE Underdrain LFT $50.00 280 $ 14,000.00 280 $ 14,000.00 S B 48 8 in. SDR 35 PVC LFT $50.00 81 $ 4,050.00 81 $ 4,050.00 $ B 49 Nvlo last Drainage Structure EA $1,800.00 11 $ 19,800.00 11 S 19,800.00 $ B 50 Manhole T 'C', Doghouse EA $4,500.00 1 $ 41500.00 2 S 9,000.00 $ 4,500.00 B 51 Mechanically Core Structure EA $750.00 2 S 1,500.00 3 S 2,250.00 $ 750.00 B 52 Valve Adjust to Grade EA $200.00 11 $ 2,200.00 11 $ 2,200.00 $ B 53 Remove Replace, and Relocate Hydrant EA $7,500.00 1 $ 7,500.00 1 $ 7,500.00 S B 54 Nursery S dding SYS $10.00 386 $ 3,860.00 727 $ 7,270.00 $ 3,410.00 B 55 ITopsoil Undistributed CYS $25.00 64 $ 1,600.00 0 S - $ 1,600.00 B 56 Erosion Control Measures LS $7,500.00 1 $ 7,500.00 1 S 7,500.00 S B 57 lConcrete Sidewalk, 4 in. SYS $100.00 4 $ 400.00 3.2 $ 320.00 S 80.00 B 58 Curb Ramp,Concrete SYS $250.00 4 $ 1,000.00 2.08 $ 520.00 S (480.00 B 59 Concrete Curb Remove and Replace LFT $75.00 269 $ 20,175.00 260 S 19,500.00 $ (675.00 B 60 HMA Surface 9.5mm TON $300.00 4 $ 1,200.00 27.57 $ 8,271.00 $ 7,071.00 B 61 HMA for Drive Approach TON $150.00 8 $ 1,200.00 0 S - $ (1,200.00 B 62 Flowable Fill CYS $100.00 42 S 4,200.00 125 S 12,500.00 $ 8,300.00 B 63 12 in. Concrete Cap SYS $125.00 20 $ 2,500.001 15.6 S 1,950.00 S (550.00) B 64 Adjust Casting to Grade EA $750.00 1 $ 750.00 2 $ 1,500.00 $ 750.00 B 1 65 112 in RCP I LF171 $75.00 153 S 11,475.00 177 $ 13,275.001 S 1,800.00 PROJECTNAME: Old Town Alley Drainage Improvement CITY PROJECT NO.: #16 -SW -77 CHANGE ORDER #1 FINAL TABLE Item No. Description Unit Unit Price Original uanti Original Amount Final Quantity Final Amount Over/Coder B 66 Irilet, T e 'M EA $3500.00 2 $ 7,000.00 3 5 10,500 00 S '.400 00 B 67 Structural Backfill Type 2 CYS $75.00 46 $ 3,450.00 56.5 $ 4,237.50 $ 787.50 B 68 Water Meter Relocation EA 51,250.00 2 $ 2,500.00 6 $ 7,500.00 $ 5,000.00 B 69 Install New Service EA $2,750.00 1 $ 2,750.00 9 $ 24,750.00 $ 22,000.00 C 70 lConstruction Engineering LS 1 $25,000.00 1 $ 25,000.001 1 $ 25,000.00 $ - C 71 Mobilization and Demobilization LS $25,000.00 1 $ 25,000.00 1 $ 25,000.00 $ C 72 Maintenance of Traffic LS $15,000.00 1 S 15,000.00 1 $ 15,000.00 $ C 73 Clearing Right of Way LS $20,000.00 1 $ 20,000.00 1 $ 20,000.00 $ C 74 Common Excavation CYS $75.00 1299 $ 97,425.00 1299 $ 97,425.00 $ C 75 PCCP for Approach, 6 in. SYS $100.00 62 $ 6,200.00 20 $ 2,000.00 $ (4,200.00) C 76 PCCP for Approach, 9 in. SYS $100.00 68 $ 6,800.00 88.73 $ 8,873.00 $ 2,073.00 C 77 Compacted Aggregate Base No. 53 TON $50.00 96 $ 4,800.00 27.85 $ 1,392.50 $ 3,407.50) C 78 Porous Asphalt Surface4 in. Depth SFT $3.60 13635 $ 49,086.00 14670 $ 52,812.00 $ 3,726.00 C 79 Aggregate for Porous Pavement, #8 Washed Stone TON $60.00 506 $ 30,360.00 587.37 $ 35,242.20 $ 4,882.20 C 80 Aggregate for Porous Pavement #2 Stone TON $50.00 1144 $ 57,200.00 812.82 $ 40,641.00 S 16,559.00 C 81 Nonwoven Geotextile Fabric SYS $3.00 1969 $ 5,907.00 2030 $ 6,090.00 $ 183.00 C 82 Geognd SYS $5.00 1515 $ 7,575.00 1242 $ 6,210.00 $ 1,365.00) C 83 6 in. Double Wall Perforated HDPE Underdrain LFT $40.00 274 $ 10,960.00 280 $ 11,200.00 $ 240.00 C 84 8 in. Double Wall Perforated HDPE Underdrain LFT $45.00 333 $ 14,985.00 283 $ 12,735.00 $ (2,250.00 C 85 12 in. Double Wall Perforated HDPE Underdrain LFT $50.00 577 $ 28,850.00 577 $ 28,850.00 $ C 86 8 in. SDR 35 PVC LFT $50.00 68 $ 3,400.00 60 $ 3,000.00 $ (400.00 C 87 N to last Drainage Structure EA $1,800.00 12 $ 21,600.00 12 $ 21,600.00 $ C 88 Mechanically Core Structure EA $750.00 4 $ 3,000.00 4 $ 3,000.00 $ C 89 Valve, Adjust to Grade EA $250.00 5 $ 1,250.00 8 $ 2,000.00 $ 750.00 C 90 Nursery Sodding SYS $5.00 873 $ 4,365.00 852 $ 4,260.00 $ (105.00) C 91 Topsoil Undistributed CYS $25.00 145 $ 3,625.00 120 $ 3,000.00 $ 625.00 C 92 Erosion Control Measures LS $7,500.00 1 $ 7,500.00 1 $ 7,500.00 $ - C 93 Concrete Sidewalk, 4 in. SYS $50.00 70 $ 3,500.00 78.36 $ 3,918.00 $ 418.00 C 94 Curb Ramp, Concrete SYS $250.00 12 $ 3,000.00 5 $ 1,250.00 $ 1,750.00 C 95 Concrete Curb, Remove and Replace LFT $75.00 340 $ 25,500.00 381 $ 28,575.00 $ 3,075.00 C 96 HMA Surface, 9.5mm TON $250.00 4 1 $ 1,000.00 3.3 $ 825.00 $ 175.00 C 97 HMA for Drive Approach TON $300.00 3 $ 900.00 0 $ - $ 900.00 C 98 12 in. RCP LFT $75.00 365 $ 27,375.00 344.8 $ 25,860.00 $ 1,515.00 C 99 Inlet T e'M EA $3,000.00 3 $ 9,000.00 3 $ 9,000.00 $ C 100 Manhole T 'C' $3,500.00 2 $ 7,000.00 2 $ 7,000.00 $ C 101 Structural Backfill, T 2 $75.00 149 $ 11,175.00 41.29 $ 3,096.75 $ 8,078.25 C 102 Water Meter Relocation $1,250.00 3 $ 3,750.00 5 $ 6,250.00 $ 2,500.00 C 103 Light Pole Relocation (EA $5,000.00 1 $ 5,000.00 2 $ 10,000.00 $ 5,000.00 D 104 Construction En ineerin $20,000.00 1 $ 20,000.00 1 $ 20,000.00 $ - D 105 Mobilization and Demobilization $25,000.00 1 $ 25,000.00 1 $ 25,000.00 $ D 106 Maintenance of Traffic $10,000.00 1 $ 10,000.00 1 $ 10,000.00 $ D 107 Clearin Ri t of Wa $20,000.00 1 $ 20,000.00 1 $ 20,000.00 $ - D 108 Common Excavation CYS $75.00 374 $ 28,050.00 514 $ 38,550.00 $ 10,500.00 D 109 PCCP for Approach, 6 in. SYS $75.00 62 $ 4,650.00 45 $ 3,375.00 $ 1,275.00 D 110 PCCP for Approach, 9 in. SYS $100.00 23 $ 2,300.00 46 $ 4,600.00 $ 2,300.00 D 111 Compact d Aggregate Base No. 53 TON $50.00 45 $ 2,250.00 68.8 $ 3,440.00 $ 1,190.00 D 112 Porous Asphalt Surface, 4 in. Depth SFT $5.00 3385 $ 16,925.00 5121.75 $ 25,608.75 $ 8,683.75 D 113 Aggregate for Porous Pavement #8 Washed Stone TON $60.00 126 $ 7,560.00 126 $ 7,560.00 $ D 114 Aggregate for Porous Pavement #2 Stone TON $50.00 284 $ 14,200.00 416.88 $ 20,844.00 $ 6,644.00 D 115 Nonwoven Geotextile Fabric SYS $3.00 491 $ 1,473.00 877.3 $ 2,631.90 $ 1,158.90 D 116 Geo 'd SYS $5.00 376 $ 1,880.00 576 $ 2,880.00 $ 1,000.00 D 117 8 in. Double Wall Perforated HDPE Underdrain LFT $45.00 305 $ 13,725.00 435 $ 19,575.00 $ 5,850.00 D 118 8 in. SDR 35 PVC LFT $50.00 20 $ 1,000.00 20 S 1,000.00 $ D 119 N to last Drainage Structure EA $1,800.00 4 $ 7,200.00 4 S 7,200.00 $ D 1 120 IMechanically Core Structure EA $750.00 1 $ 750.00 1 $ 750.00 $ D 121 Valve Ad'ust to Grade EA $250.00 3 $ 750.00 3 $ 750.00 $ D 122 Nursery Sodding SYS $10.00 168 $ 1,680.00 517 $ 5,170.00 $ 3,490.00 D 123 Topsoil (Undistributed) CYS $25.00 28 $ 700.00 0 $ - $ 700.00) D 124 Erosion Control Measures LS $5,000.00 1 $ 5,000.00 1 $ 5,000.00 $ D 125 Concrete Sidewalk, 4 in. SYS $100.00 42 $ 4,200.00 71.9 $ 7,190.00 $ 2,990.00 D 126 Curb Ramp,Concrete SYS $250.00 9 $ 2,250.00 3.5 $ 875.00 $ 1,375.00 D 127 Concrete Curb Remove and Replace LFT $75.00 191 $ 14,325.00 257 $ 19,275.00 $ 4,950.00 D 128 HMA Surface 9.5mm TON $455.00 2 $ 910.00 0 $ - $ 910.00 D 129 112 in. RCP LFT $75.00 145 $ 10,875.00 142 $ 10,650.00 $ 225.00 D 130 jInlet, TypeM EA 53,000.00 1 $ 3,000.00 2 $ 6,000.00 $ 3,000.00 D 131 IStructural Backfill, Type 2 CYS $75.00 55 $ 4,125.00 55 $ 4,125.00 $ CONTRACT PRICE PRIOR TO CHANGE ORDER $1,423,837.50 CHANGE ORDER # 1 FINAL $ 138,919.67 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $1,562,757.17 PROJECT NAME: Old Town Alley Drainage Improvement CITY PROJECT NO.: #16 -SW -77 CHANGE ORDER #1 FINAL TABLE RemNo. Description Unit Unit Original uant' Original Amount Final Quantity Final Amount Over/Under D 132 Ad ust Castin to Grade EA $750.00 I $ 750.00 1 $ 750.00 $ D 133 Sanitary Cleanout, Type II EA $1,000.00 1 $1,000.00 1 $ 1,000.00 $ D 134 Light Pole Relocation EA $5,000.00 1 $ 5,000.00 1 $ 5,000.00 $ D 135 Office Equipment LS $3,750.00 1 $ 3,750.00 1 $ 3,750.00 $ D 136 lExtra Work 8/10-8/15 LS $6,797.00 0 I $ 11 $ 6,797.00 $ 6,797.00 D 137 Extra Work 8/18 LS $13,979.00 0 $ 1 $ 13,979.00 $ 13,979.00 D 138 JExtra Work 12/4 LS $18,868.22 0 $ 1 $ 18,868.22 $ 18,868.22 D 139 lExtra Work Roudebush Technv Arborvitae LS $7,920.00 0 $ 1 $ 7,920.00 $ 7,920.00 D 140 lFerice Repair LS $3,002.62 0 S 1 S 3,002.62 S 3.002.62 TOTALOF CHANGE ORDER ITEMS $ 1,562,757.17 $ 138,919.67 CONTRACT PRICE PRIOR TO CHANGE ORDER $1,423,837.50 CHANGE ORDER # 1 FINAL $ 138,919.67 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $1,562,757.17 To: Lisa Scott CROSSROAD ENGINEERS, P.C. 3417 Sherman Drive Beech Grove, IN 46107 Phone: 317-780-1555 Fax: 317-780-6525 LETTER OF TRANSMITTAL Date: 3/08/2018 City of Carmel, 2016 Stormwater Bond Project: 416 -SW -77 Old Town Alley One Civic Square Carmel, IN 46032 WE ARE SENDING YOU X Attached _ Shop _ Prints _ Drawings _ Copy of _ Change Order _ Letter Drainage Improvement Samples Specifications Copies: Date: I Description: 1 03/08/2018 1 Final Change Order #1 for referenced Droiect. THEY ARE TRANSMITTED AS CHECKED BELOW: Remarks: For Approval _ Approved as submitted _ Resubmit _ blueline sets w/binder X For your use _ Approved as noted _ Resubmit _ Xerox sets w/binder As requested _ Returned for corrections _ Return _ corrected prints For bids due 20 Signed Lance Stahley RECEIVED BY DATE Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 03/09/2018 Re: C.O. #1 Old Town Alley Drainage Improvement Project #16 -SW -77 Doug, please find attached 1 original of same change order for project #16 -SW -77 Old Town Alley Drainage Project. Please review & initial for the next BPW Meeting. Change Order #1 - Original Contract Amount: $1,423,837.50 Increase: $138,919.67 New Contract Amount: $1,562,757.17 Thank you, Lisa Scott 0 Page 1