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Home My WebLink AboutWhite Construction/Eng/CO #1/88,149.81/); City Center & West Carmel Drive RABCity of Carmel Project 16 -ENG -25 Intersection Improvements City Center Dr. & W. Carmel Dr. CHANGE ORDER #1 Balancing/Reconcilition for Pay Items 25-1 through 25-87 Contract Price prior to this Change Order ------------ ----------------------------------------------------------------------------- Contract Price will be increased/decreased by this Change Order ------------------------------------------------------------------------------------------ $3,336,000.00 $88,149.81 New Contract Price including this Change Order $3,424,149.81 ------------------------------------------------------------------------------------------- Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $3,336,000.00 $3,336,000.00 N/A C01 $88,149.81 $3,424,149.81 2.6% L CITY OF CARMEL TO: White Construction CONTRACT CHANGE ORDER NO.: I 3900 E White Ave DATE: 11/06/17 Clinton, IN 47942 PROJECT NAME: 16 -ENG -23, 16 -ENG -24,16 -ENG -25 Intersection Improvements CITY REQ. NO.: CITY PO NO.: 100283 CITY PO DATE: 3/16/17 1. You are directed to make the following changes in this Contract: Add additional items items due to modifications in the field and requests from Carmel Utility Departments. SCHEDULED ADJUSTMENT ITEM AMOUNT (+) OR (-1 DAYS See detail of items and summary of changed costs in attached Table TOTAL OF CHANGE ORDER ITEMS 1 $88,149.81 0 Days 11. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: nn/aW.D.C. NO.:__nLq,_ Other: _ By Request from the City of Carmel per proposals included herein The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $3,336,000.00 Contract Price will be increased by'this Change Order $88,149.81 New Contract Price including this Change Order $3,424,149.81 Contract Time prior to this Change Order 60 Days June 30 2017 Completion Date Net increased resulting from this Change Order 0 Days Current Contract Time including this Change Order June 30 2017 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 Accepted Approved P/�"Of�- CROSSROAD ENGINEERS White Construction ENGINEER CONTRACTOR 3417 Sherman Drive 3900 E White Ave Address Address Beech Grove, IN 46107 Clinton. IN 47942 City/State/Zip City/State/Zip By: � By; �00�� P one: 317-780-1555 Phone: 765-828-2590 Date:—VA—? Date: / A41 -2 James inard Mayor La -sh ,City n eer M A urke tuber W Member Ai1a 'stine S. P le Jerk - Y Date: 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IR1PROVENIENTS FINAL CHANGE ORDER TABLE Item No. Description Unit Unit Price Original uanih' Original Amount Final OuanitN Final Amount OverfUnder 25-1 Construction Engineering LS S 50,000.00 1 S 50,000.00 1 S 50,000.00 S 25-2 Mobilization and Demobilization I'S S 50,000.00 1 S 50,000.00 1 S 50,000.00 S 25-3 Clearing of Right of Way LS S 50 000.00 1 S 50,000.00 1 S 50,000.00 $ 25.4 Traffic Signal Equipment, Salva a EA S 575.00 4 S 2,300.00 4 S 2,300.00 S 25-5 Excavation, Common CYD S 35.00 4010 S 140,350.00 4010 S 140,350.00 1 S 25-6 SWQCP Preparation and Implementation, Level I LS S 1,000.00 1 S 1,000.00 1 S 1,000.001S 25-7 Storm Water Quality Management Budget DOL S 1.00 2586 S 2,586.00 3475 S 3,475.00 S 889.00 25-8 Su de Treatment, Type III SYS S 0.25 1634 S 408.50 1831.77 S 457.94 S 49.44 25-9 Su de Treatment, Type IV SYS S 16.00 5045 S 80,720.00 5601 S 89,616.00 S 8,896.00 25-10 Sub de Treatment (Undistributed) CYD S 25.00 168 S 4,200.00 19.6 S 490.00 S (3,710.00) 25-11 Structure Backfill, Type 2 LIFT S 30.00 347 S 10,410.00 372.5 S 11,175.00 S 765.00 25-12 Structure Backfill, Type 4 (Undistributed) LFT S 75.00 35 S 2,625.00 0 S - S (2,625.00) 25-13 Compacted Aggregate, No. 53 CYD S 30.00 770 1 S 23,100.00 770 S 23,100.00 S - 25-14 Widening With HMA Type C SYS I S 100.00 37 S 3,700.00 37 S 3,700.00 S - 25-15 Asphalt Milling, 1.5" SYS S 4.50 2628 S 11,826.00 2800.35 S 12,601.58 S 775.57 25-16 HMA Surface, T 'C', 9.5 mm TON S 74.00 582 S 43,068.00 617.43 $ 45,689.82 S 2,621.82 25-17 HMA Intermediate, TypeC, 19.0 mm TON S 56.00 766 S 42,896.00 681.25 S 38,150.00 S 4,746.00) 25-18 HMA Base, T C', 25.0 mm TON S 56.00 1565 S 87,640.00 2004.82 S 112,269.92 S 24,629.92 25-19 PCCP, 7", Colored and Jointed SYS S 57.00 249 S 14,193.00 248.6 S 14,170.20 S (22.80) 25-20 HMA for Sidewalk TON S 80.00 360 S 28 800.00 402.99 S 32,239.20 S 3,439.20 25-21 Sidewalk, Concrete SYS S 95.00 5 S 475.00 50.7 S 4,816.50 S 4,341.50 25-22 PCCP, 8", for Driveway SYS S 44.00 244 S 10,736.00 244.8 S 10,771.20 S 35.20 25-23 Curb Ramp, Concrete SYS S 95.00 109 S 10,355.00 104.61 S 9,937.95 S (417.05) 25-24 Detectable Warning Surfaces SYS S 333.00 15 S 4,995.00 35.1 S 11,688.30 S 6,693.30 25-25 Straight Concrete Curb LFT S 16.00 2023 S 32,368.00 1898.5 S 30,376.00 S (1,992.00) 25-26 Curb & Gutter, Type 11 LFT S 17.50 1317 S 23,047.50 1538 S 26,915.00 S 3.867.50 25-27 Modified Roll Curb LFT S 16.50 305$ 5,032.50 310 S 5,115.00 $ 82.50 25-28 Mobilization & Demobilization for Seeding EA S 10.00 2 S 20.00 2 $ 20.00 S 25-29 Topsoil (Undistributed) CYD S 25.00 100 $ 2,500.00 127 $ 3,175.00 S 675.00 25-30 1 Field Office MO S 500.00 3 S 1,500.00 0 $ S (1,500.00) 25-31 Field Office Equipment MO S 250.00 3 S 750.00 0 5 S (750.00) 25-32 Pipe, Type 4,Circular, 6 in LFT S 8.00 512 S 4,096.00 142 S 1,136.00 S 2,960.00) 25-33 Pipe, RCP, 15" LIFT. S 45.00 117 S 5,265.00 101 S 4,545.00 S (720.00) 25-34 Pipe, RCP, 18" LFT $ 55.00 230 S 12,650.00 271.5 S 14,932.50 S 2,282.50 25-35 Aggregate for Underdrain CYD S 40.00 43 S 1,720.00 5.1 S 204.00 S (1,516.00) 25-36 Geotextiles for Underdrain SYS S 1.25 411 S 513.75 71 S 88.75 S (425.00) 25-37 Casting, Adiust to Grade EA S 750.00 3 S 2,250.00 2 S 11500.00 S (750.00) 25-38 12" Ductile Iron Water Main Lowering EA S 6,500.00 2 $ 13,000.00 2 S 13,000.00 S 25-39 Fire Hydrant, Assembly EA S 5,000.00 1 S 5,000.00 1 S 5,000.00 S 25-40 Remove and Retire Hydrant EA S 1.000.00 1 $ 1,000.00 1 S 1,000.00 S 25-41 Water Valve, Adjust to Grade EA S 200.00 3 S 600.00 3 S 600.00 S 25-42 Water Valve, Retire EA S 350.00 1 $ 350.00 1 S 350.00 S 25-43 Manhole J-10 EA S 4,000.00 1 S 4,000.00 1 S 4,000.00 S 25-44 Inlet l-10 EA S 2,500.00 6 $ 15,000.00 4 S 10,000.00 $ 5,000.00) 2545 Inlet M-10 EA S 2,250.00 5 $ 11,250.00 2 S 4,500.00 S (6,750.00 25-46 Manhole C-4 EA S 3,000.00 2 S 6,000.00 1 S 3,000.00 S (3,000.00) 25-47 Manhole K-4 EA S 6,500.00 1 S 6,500.00 1 S 6,500.00 S 2548 Inlet B-15 EA S 2,250.00 2 S 4,500.00 2 S 4,500.00 S 25.49 Inlet C-15 EA S 2,250.00 1 S 2,250.00 1 S 2,250.00 S 25-50 Road Closure Sign Assembly EA S 200.00 10 S 2,000.00 9 S 1,800.00 S (200.00) 25-51 Detour Route Marker Assembly EA S 60.00 46 S 2,760.00 48 S 2,880.00 S 120.00- 25-52 Construction Sign A EA S 100.00 13 S 1,300.00 21 S 2,100.00 S 800.00 25-53 Barricade III -B LFT S 10.00 72 S 720.00 288 S 2,880.00 S 2,160.00 25-54 Maintenance of Traffic LS I S 50,000.00 1 S 50,000.00 1 S 50,000.00 S - 25-55 Sign Post, Square, Type 1, Reinf. Ana Base LFT S 14.00 277 S 3,878.00 348 S 4,872.00 S 994.00 25-56 Decorative Street Sign Assembly EA S 1,600.00 4 S 6,400.00 4 $ 6,400.00 S - 25-57 Sign, Sheet, with legend 0.080" SFT S 16.00 197.25 S 3,156.00 197.3 S 3,156.80 S 0.80 25-58 Sign. Sheet, with legend 0.100" SFT S 17.00 101 $ 1 717.00 95 S 1.615.00 S (102.00) 25-59 Sign, Sheet, with legend 0.125" SFT S 21.00 9 $ 189.00 13.33 S 279.93 S 90.93 16-ENG-23,16-ENG-24,16-ENG-25 INTERSECTION IMPROVEMENTS FINAL CHANGE ORDER TABLE Item No. Description Unit Unit Price Original Original Final Final Amount OverfUnder ,mount Quanitv 25-60 Handhole, Lighting EA S 650.00 .Quanity 3 S 1,950.00 6 S 3,900.00 S 1,950.00 25 61 Light Standard Foundation EA S 1,200.00 8 S 9,600.00 8 S 9,600.00 S 25 62 Light Standard, Pole. Fixture and Base, Decorative EA S 7,100.00 8 S 56,800.00 8 S 56,800.00 S 25-63 Conduit, Steel, Galvanized, 2" LFT S 14.00 204 S 2,856.00 205 $ 2,870.00 S 14.00 25-64 Wire, No. 4 Copper, in Plastic Duct, 4 VC LFT S 8.00 204 S 1,632.00 205 S 1,640.00 S 8.00 25-65 Wire, No. 4 Copper, in Plastic Duct in Trench, 4 1!C LFT S 12.00 656 S 7,872.00 747 S 8,964.00 S 1,092.00 25-66 Conduit, Interduct LFT S 25.00 800 S 20,000.00 798 S 19,950.00 S (50.00) 25-67 ConduiUlnterduct Handhole EA S 750.00 2 S 1,500.00 2 S 11500.00 $ 25-68 4x-4,x4 Split Comm. Box EA S 5,000.00 2 S 10,000.00 2 S 10,000.00S -69 25Conduit, PVC 4" Schedule 40 LFT S 10.00 525 S 5,250.00 614 1 S 6,140.00 $ 890.00 25-70 1 Line, Thermo, Dotted White, 6", 2' Line, 4' Gap LFT S 2.50 84 S 210.00 86 IS 215.00 $ 5.00 25-71 Line, Thermo, Dotted White, 8", 2' Line, 2'Gap LFT S 3.50 84 S 294.00 100 S 350.00 S 56.00 25-72 Line, Thermo, Broken, White, 4" LFT S 1.00 328 $ 328.00 270 S 270.00 S (58.00 25-73 Line, Thermo, Solid, Yellow, 4" LFT FS 1.00 2174 S 2,174.00 2173 S 2,173.00 S (1.00) 25-74 Line, Thermo, Solid, White. 6" LFT I S 1.50 1285 S 1,927.50 1165 S 1,747.50 S (180.00 25-75 Trans. Mrk, Thermo Xwalk, White, 24" LFT I S 10.00 550 S 5,500.00 560 S 5,600.00 S 100.00 25-76 Trans. Mrk, Thermo Yield, White 36" LFT $ 15.00 66 S 990.00 117 S 1,755.00 S 765.00 25-77 Pvmt Ms Mk , Thermo lactic, Lane Indication Arrow EA S 100.00 28 S 2,800.00 28 S 2 80000 S 25-78 Sno towable Raised Pavement Marker, Blue EA S 1,500.00 1 S 1,500.00 1 S 1 500.00 S 25-79 Storm Structure Changes LS S 2,674.15 0 S 1 S 2,674.15 S 2,674.15 25-80 Carmel Communication Relocation LS S 0 S 25-81 Construction Sign B EA S 50.00 0 S 0 9 S $ 450.00 S S 450.00 25-82 Construction Barrels DAY S 11.20 0 S - 60 S 672.00 S 672.00 25-83 Additional Water Main Work LS S 35,823.57 0 $- 1 $ 35,823.57 S 35,823.57 25-84 Storm Structure 19 Modification LS S 1,583.25 0 $ 1 $ 1,583.25 S 1,583.25 25-85 Raise Sanitary Structure LS S 366.00 0 S I S 366.00 S 366.00 25-86 Inefficiencies due to Utilities LS S 12,161.50 0 S 1 S 12,161.50 S 12,161.50 25-87 Controller Cabinet Modification LS S 2,805.00 0 S 1 S 2,805.00 S 2,805.00 TOTAL OF CHANGE ORDER ITEMS S 88,149.81 ORIGINAL CONTRACT PRICE S 3,336,000.00 FINAL CHANGE ORDER #1 S 88,149 81 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS S 3,424.149.81 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IMPROVEMENTS EXHIBIT A You have been directed to make the folloNN in-, changes in this Contract: Item No. Description Reason For Change 25-7 Storm Water Quality Management Budget adjusted to balance original quantities versus actual quantities used for original items 25-8 Sub rade Treatment, Type III adjusted to balance original quantities versus actual quantities used for original items 25-9 Sub rade Treatment, Type IV adjusted to balance original quantities versus actual quantities used for original items 25-10 Sub de Treatment (Undistributed) adjusted to balance original quantities versus actual quantities used for original items 25-11 Structure Backfill, Type 2 adjusted to balance original quantities versus actual quantities used for original items 25-12 Structure Backfill, Type 4 (Undistributed) adjusted to balance original quantities versus actual quantities used for original items 25-15 Asphalt Milling, 1.5" adjusted to balance original quantities versus actual quantities used for original items 25-16 HMA Surface, T 'C' 9.5 mm adjusted to balance original quantities versus actual quantities used for original items 25-17 HMA Intermediate, T e'C', 19.0 mm adjusted to balance original quantities versus actual quantities used for original items 25-18 HMA Base T e'C', 25.0 mm adjusted due to miscalculation by designer 25-19 1 PCCP, 7" Colored and Jointed adjusted to balance original quantities versus actual quantities used for original items 25-20 HMA for Sidewalk adjusted to balance original quawities versus actual quantities used for original items 25-21 Sidewalk Concrete adjusted to balance original quantities versus actual quantities used for original items 25-22 PCCP 8", for Driveway adjusted to balance original quantities versus actual quantities used for original items 25-23 Curb Ramp, Concrete adjusted to balance original quantities versus actual quantities used for original items 25-24 Detectable Warning Surfaces adjusted to balance original quantities versus actual quantities used for original items 25-25 Strai ht Concrete Curb adjusted to balance original quantities versus actual quantities used for original items 25-26 Curb & Gutter Type 11 adjusted to balance original quantities versus actual quantities used for original items 25-27 Modified Roll Curb adjusted to balance original quantities versus actual quantities used for original items 25-29 Topsoil Undistributed adjusted to balance original quantities versus actual quantities used for original items 25-30 Field Office adjusted to balance original quantities versus actual quantities used for original items 25-31 Field Office Equipment adjusted to balance original quantities versus actual quantities used for original items 21:1L Pipe, Type 4 Circular, 6 in adjusted to balance original quantities versus actual quantities used for original items 25-33 Pipe, RCP, 15" adjusted to balance original quantities versus actual quantities used for original items 25-34 Pipe, RCP, 18" adjusted to balance original quantities versus actual quantities used for original items ZL3L Aggregate for Underdrain adjusted to balance original quantities versus actual quantities used for original items 25-36 Geotextiles for Underdrain adjusted to balance original quantities versus actual quantities used for original items 25-37 Casting, Adjust to Grade adusted to balance original quantities versus actual quantities used for original items 25-44 Inlet J-10 adjusted to balance original quantities versus actual quantities used for original items 2545 Inlet M-10 adjusted to balance original quantities versus actual quantities used for original items 25-46 Manhole C4 adjusted to balance original quantities versus actual quantities used for original items 25-50 Road Closure Sign Assembly adjusted to balance original quantities versus actual quantities used for original items 25-51 Detour Route Marker Assembly adjusted to balance original quantities versus actual quantities used for original items 25-52 Construction Sign A adjusted to balance original quantities versus actual quantities used for original items 25-53 1 Barricade III -B adjusted to balance original quantities versus actual quantities used for original items 25-55 ISign Post, Square, Type 1, Reinf. Anc. Base adjusted to balance ori inal quantities versus actual uantities used for ori incl items 25-57 Sign, Sheet, with legend 0.080" adjusted to balance ori inal quantities versus actual quantities used for ori incl items 25-58 Sin Sheet, with legend 0.100" adjusted to balance original quantities versus actual quantities used for original items 25-59 Sign, Sheet, with legend 0.125" adjusted to balance original quantities versus actual quantities used for original items 25-60 Handhole Lighting adjusted to balance original quantities versus actual quantities used for original items 25-63 Conduit, Steel, Galvanized, 2" adjusted to balance original quantities versus actual quantities used for original items 25-64 Wire, No. 4 Copper, in Plastic Duct, 4 1/Cadiusted to balance ori *nal uantities versus actual quantities used for original items 25-65 Wire, No. 4 Copper, in Plastic Duct in Trench, 4 1 /C adjusted to balance original quantities versus actual quantities used for original items 25-66 Conduit/lnterduct adjusted to balance original quantities versus actual quantities used for original items 25-69 Conduit, PVC 4" Schedule 40 adjusted to balance original quantities versus actual quantities used for original items 25-70 Line, Thermo, Dotted White, 6", 2' Line, 4'Gap adjusted to balance original quantities versus actual uantities used for original iteins 25-71 Line, Thermo, Dotted White, 8" 2' Line,2'Gap adjusted to balance original quantities versus actual quantities used for original items 25-72 Line, Thermo, Broken White, 4" adjusted to balance original quantities, versus actual quantities used for original items 25-73 Line, Thermo, Solid, Yellow, 4" adjusted to balance original quantities versus actual quantities used for original items 25-74 Line, Thermo Solid, White, 6" adjusted to balance original quantities versus actual quantities used fororiincl items 25-75 Trans. Mrk, Thermo Xwalk, White, 24" adjusted to balance original quantities versus actual quantities used for ori 'nal items 25-76 Trans. Mrk, Thermo Yield, White, 36" adjusted to balance original quantities versus actual quantities used for original item, 25-79 Storm Structure Changes added to provide 2' sum s to Str. 13,17,19,20, & 22 as requested by City 25-80 not used 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IMPROVEMENTS EXHIBIT A You have been directed to make the folio%%ing changes in this Contract: Item No. Description Reason For Change 25-81 Construction Sign B added due to omission from original item list as requested by City 25-82 Construction Barrels added due to omission from original item list as requested by City 25-83 Additional Water Main Work added for Water Main reroute as requested by Water Department 25-84 Storm Structure 19 Modification added due to structure conflict with Water Main 25-85 Raise San tary Structure added due to omission from original item list 25-86 Inefficiencies due to Utilities added for utility delay causing work in addition original schedule 25-87 Controller Cabinet Modification added to accommodate Carmel Communication facilities as requested by Cannel Communication Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 11/15/17 Re: C.O. #1 - #16 -ENG -25 City Center & West Carmel Drive RAB Improvements Doug, please find attached 1 original of same change orders for project #16 -ENG -25 Guilford Road & City Center RAB Project. Please review & initial for the next BPW Meeting. Change Order #1 - Original Contract Amount: $3,336,000.00 Increase: $88,149.81 New Contract Amount: $3,424,149.81 Thank you, Lisa Scott 0 Page 1