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Home My WebLink AboutWhite Construction, Inc/Eng/CO #4/633.49/Guilford and Carmel Drive RAB – Project #16-ENG-23CITY OF CARMEL TO: White Construction CONTRACT CHANGE ORDER NO.: 4 3900 E White Ave DATE: 1%11!18 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: 31116%17 (*6(0 I. You are directed to make the following changes in this Contract: Add additional items due to modifications in the field and requests from Carmel utility Departments. SCHEDULED ADJUSTMENT ITEM AMOUNT (+) OR (-) DAYS * See detail of items and summary of changed costs in attached Table TOTAL OF CHANGE ORDER ITEMS 7 S633.49 14 Days II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered apart of this Change Order: R.F.P.: n'a W.D.C. NO.: Rn' 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 Contract Price will be increased by this Change Order New Contract Price including this Change Order Contract Time prior to this Change Order 45 Days Net increased resulting from this Change Order Current Contract Time including this Change Order $3.458.038.70 5633.49 $3,458,672.19 August 19 2017 Completion Date 14 Days September 12017 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 nt �( James Brainard, Mayor_ CROSSROAD ENGINEERS ENGINEER 3417 Sherman Drive Address Beech Grove, IN 46107 City/State./Zip Bv: Phone: 317-780-1555 Date: White Construction CONTRACTOR 3900 E White Ave Address Clinton IN 4794� i rS ip B• thone 7 15-828-2590 Date: B ,Ib4emWr TV&e Christine S. Pgruiley C] Treasurer Date: 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IMPROVEMENTS CHANGE ORDER #4 TABLE Item De No. rcriptlon 23-5 Remo%e and Reset Fence Unit LFT Price S 35.00 Original Quantity 240 Original Amount S 81400.00 Final Quantity 253 Final Amount S 8,853.00 O%er/Lnder S 455.00 23-9 Storrs Rater ality Management Budget DOL S 1.00 1.3246 S 14,246.00 4418.5 S 4,418.50 S 9,827.50) 23-11 Subgrade Treatment, T IV SYS S 16.00 7148 S 1-1 -4.368.00 7088 S ]1-,40800 $ 960.00) 23-12 Subgrade Treatment (Undistributed) CYD S 25.00 240 S 6,000.00 0 S W S 6,000.00) 23-13 IStructural Backfill Type 2 LFT S 20.00 218 1 S 4,360.00 285.5 $ 5,710.00 S 1,350.00 23-14 Structural Backfill, Type 3 CYD S 30.00 747.9 S 22,437.00 765.5 S 22,965.00 S 528.00 23-I5 Ri ra , Revetment TON S 75.00 23 S 1,7250) 30.91 S 2,318.25 S 59325 23-16 Geotextiles SYS S 5.00 30.6 S 153.00 42 S 210.00 $ 57.00 23-1 i Compacted Aggregate. No. 53 TON S 30.00 417 $ 12 510.00 320.25 S 9,607.50 S (2,902.50) 23-18 Asphalt Milling, 1.5" SYS S 3.50 3284 S 11,494.00 3322 S 11,627.00 S 133.00 23-19 HMA Surface, Type 'C, 9.5 mm TON I S 70.00 733 S 51,310.00 789.02 S 55.'_31.40 S 3,921.40 23-20 HMA Intermediate, T 'C', 19.0 mm TON S 57.00 770 1 S 43,890.00 881.95 S 50,271.15 S 6.381.15 23-21 HMA Base, TypeC, 25,0 mm TON S 55.00 2923 S 160,765.00 2723.01 S 149, 765.55 S (10.999.45) 23-22 PCCP, 7", Colored and Jointed SYS $ 57.00 246 S 14022'00 245.7 S 14,004.90 S (17,10) 23-23 HMA for Sidewalk TON S 80.00 185 S 14,800.00 241.26 S 19,300.80 S 4,500.80 23-24 Sidewalk, Concrete SYS S 30.00 775 S ' 1. 250.00 691.3 S 20,739.00 $ (2,51 L00) 23-25 Curb Ramp. Concrete SYS S 94.00 168 S 15,792.00 202.4 S 19,025.60 133.60 $ 3,2 23-26 Detectable Warning Surfaces SYS S 285.00 40 S 11,400.00 48.9 S 13,936.50 S 2,536.50 23-27 Straight Concrete Curb LFT S 15.00 2126 S 31.890.00 2095 S 31,425,00 S (465.00) 23-28 Curb & Gutter, Type II LFT S 14.00 2397 S 33558 * 00 2435 S 34,090.00 S 532.00 23-29 Modified Roll Curb LFT S 20.00 365 S 7,300.00 374 S 7.480.00 $ 180.00 23-30 Center Curb, D. Concrete SYS S 94.00 8 S 752.00 10.6 S 996.40 $ 244.40 23-31 Mobilization & Demobilization for Seeding EA S 10.00 2 S 20.00 0 S - S (20.00) 23-32 Topsoil (Undistributed) CYD S 25.00 225 S 5,625.00 105 S 2,625.00 S 3,000.001 23-33 Field Office MO I S 500.00 3 S 1,500.00 0 $ $ (1500.00) 23-34 Field Office Equipment 1,10 S 250.00 3 S 750.00 0 S S (750.00 2 -3? Concrete, A, Substructure CYD S 600.00 93.6 S 56,160.00 102.5 S 61 500.00 $ 5,340.00 _3-38 Concrete, B, Footing CYD S 300.00 97.1 S 29,130.00 105 S 31,500.00 S 2.370.00 23-39 Railing. Concrete, PF -2 CYD S 1,200.00 11.9 S 14,280.00 12 S 11,400.00 S 120.00 2342 Pipe, Tv e 4, Circular, 6 in LFT S 8.00 569 S 4,552.00 543.5 S 4,348.00 $ 204.00 23-43 Pipe. RCP. 12" LFT S 40.00 108 S 4,320.00 169.5 S 6,780.00 S 2,460.00 -3-44 Pipe. RCP, 15" LFT S 45.00 77 1 S 3.165.00 98 S 4,410.001 S 945.00 23 35 Pipe, RCP, 24" LFT S 60.00 14 S 840.00 18 $ 11080.00 S 240.00 2,-46 Pipe, RCP, 36" LF1 S 125.00 19 S 2,315.00 20 S 2,500.00 S 125.00 2347 Aggregate for Underdrain CYD S 40.00 51.2 S 1,048.00 49 S 1,960.00 S 88.00) 23-48 Geotextiles for Underdrain SYS $ 1.50 569 S 853.50 362 S 543.00 S 310.50) 23-49 Castins. Adiust to Grade EA S 750.00 - S 5,250.00 4 S 3,000.00 S 2,250.00 ) 23-50 Water Valve, Adjust to Grade EA S 200.00 4 S 800.00 3 S 600.00 S (1_00.00) 23-51 Remo e. Replace, and Adiust Fire Hydrant to Grade EA S 5.000.00 3 S 15,000.00 3.6 S 18.000.00 $ 3,000.00 23-53 Inlet C-15 EA S 2.250.00 '_ $ 4,500.00 5 S 11,250.00 S 6 750.00 23-54 Manhole C-4 EA S 3,000.00 S 9 000.00 2 S 6,000.00 $(3,000.00) 23-57 Construction Sign A EA S 100.00 1-1 S 1,100.00 9 S 900.00 S 200.00) 23-58 Construction Sin B EA S 50.00 4 S '_00 00 11 S 550.00 $ 350.00 23-59 Barricade 111-B LFT S 10.00 201 S 2.040.00 272 S 2,72-0.00 S 680.00 23-61 Sign Post, Square, T 1, Reinf Anc. Base LFT S 14.00 323 S 4,522.00 77 5 -1_7 S 3.885.00 S 637.00) 23-63 Sign, Sheet, with legend 0.080" SFT S 16.00 135 S 2,160.00 S 2.032.00 S 128.00) 23-69 Handhole, Lighting EA S 650.00 4 S 2,600.00 6 S 3,900.00 S 1300.00 23-72 Conduit Steel, Galvanized. ?" LFT S 14.00 247 S 3,458.00 173 S 2,422.00 S (1,036.00) 23-73 Wire. No. 4 Copper, in Plastic Duct, 4 IIC LFT S 8.00 247 S 1,976.00 173 S 1,384.00 S (592.00) -'4 Wire. No. 4 Copper, in Plastic Duct in Trench, 4 1 C LFT S 12.00 63- S '.644.00 770 S 9,240.00 S 1,596.00 23-75 Conduit/Interduct LFT S 25.00 943 S 23.575.00 502 S 12,550.00 S 11,025.00) 23-76 Conduit/Interduct Handhole EA S 750.00 3 S 2,250.00 1 S 750.00 S (1,500.00) 23-77 Conduit. PVC 4" Schedule 40 LFT S 10.00 554 S 5,540.00 344 S 344000 S (2,100.00) 23-78 Line Thermo, Dotted White, 6", 2' Line. 4'Gap LFT S 2.50 17 S 42.50 40 S 100.00 S 57.50 23-79 Line, Thermo. Dotted White. S", 2' Line. 2'Gap LFT S 3.50 100 S 330.00 124 S 434.00 S S1. n 23-80 Line, Thermo. Broken, White. 4" LFT S 1.00 - 8 S 338.00 350 S 350.00 S 12.00 23-81 Line, Thermo, Solid,Yellow, 4" LFT S 1.00 326 t S 3,260.00 3158 S 3,158.00 S (102.00) 23-82 Line, Thermo, Solid, White, 6" LFT S 1.50 '� 1 S 1,186.50 601 S 901.50 S 285.00 23-83 Trans. Mrk Thermo Xrvalk, White 24" LFT S 10.00 490 S 4.900.00 432 S 43'_0.00 S 380.00) 23-84 Trans. Mrk, Thermo Yield, \%'hite 36" LFT S 15.00 105 S 1,575.00 108 S 1.620.00 S 13.' u Transverse Marking, Thermoplastic, Crosswalk Line, 23-85 \Vhite, 61N LFT S 3.50 98 S 343.00 0 S - $ (343.00) '376 I P%-mt Mse Mkg, Thermo plastic, Lane Indication Arrow EA S 100.00 11 S 1,100.00 13 S 1,300.00 $ 16-ENG-23,16-ENG-24,16-ENG-25 INTERSECTION IMPROVEMENTS CHANGE ORDER #4 TABLE Item No. Description 23-87 Snow losable Raised Pavement Marker, Blue Unit EA Unit Price S 250.00 Original nantity 6 S Original Amount I .�ti0.00 Final uantity Final Amount S -50.00 Oyer/Under S (750.00) 23-88 Snowy losable Raised Pavement Marker, Yellow EA S '0.00 I2 S 840.00 10 S 700.00 $ 140.00) 23-89 Controller Cabinet Modification LS S 2,805.00 0 S I S 2,805.00 S 2,805.00 23-90 Water Main Extra Work LS S 5,671.51 0 S I S 5,671.51 S 5,671.51 23-91 Additional Casting Replacement LS S 2,175.70 0 S I S 2,175.70 S 2,175.70 23-92 End Section LS S 1,538.50 0 S I S 1538.50 S 1,538.50 23-93 Utility Conflict with Retaining Wall Excavation LS S -92.00 0 S I S 792.00 S -92.00 Remove Excess Concrete from Manhole Structure N of Sir '3-94 18 LS S 1,753.23 1 S 1,753.23 S 1,753.23 TOTAL OF CHANGE ORDER ITEMS S 633.49 CONTRACT PRICE PRIOR TO CHANGE ORDER $3,458,038.70 CHANGE ORDER #4- S 633.49 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $3,458,672.19 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IMPROVEMENTS EXHIBIT A You have been directed to make the following changes in this Contract: Item toDescription Reason For Change 23-5 Remove and Reset Fence adjusted to balance original quantities versus actual quantities used for original items 23-9 Storm Water Qualitv Management Budget adjusted to balance original quantities versus actual quantities used for original items 23-11 Sub de Treatment. Type IV adjusted to balance original quantities versus actual quantities used for original items 23-12 SubgradeTreatment (Undistributed) not used 23-13 Structural Backfill, Type 2 adjusted to balance original quantities \ ersus actual quantities used for original items 23-14 Structural Backfill, Type 3 adjusted to balance original quantities versus actual quantities., used for original items 23-15 Ri ra . Revetment adjusted to balance original quantities versus actual quantities used for original items 23-16 Geotextiles adjusted to balance original quantities versus actual quantities used for original items 23-17 Compacted Aggregate, No. 53 adjusted to balance original quantities versus actual quantities used for original items 23-18 Asphalt Milling, 1.5" adiusted to balance original quantities versus actual quantities used for ori ginal item, 23-19 HMA Surface, T 'C', 9.5 mm adjusted to balance original quantitic, versus actual quantities used for original items 23-" HMA Intermediate, T 'C', 19.0 mm adjusted to balance original quantities versus actual quantities used for original items 23-21 HMA Base. Tv e'C', 25.0 mm mill and overlay areas were left in place to allow for business access, eliminating some full depth areas 23-22 PCCP, 7". Colored and Jointed adjusted to balance original quantities versus actual quantities used for original items 23-23 HMA for Sidewalk adjusted to balance original quantities versus actual quantities used for original items 23-24 Sidewalk, Concrete adjusted to balance original quantities versus actual quantities used for original items 23-25 Curb Ramp. Concrete adjusted to balance original quantities versus actual quantities used for original items 23-26 Detectable Warning Surfaces adjusted to balance original quantities versus actual quantities used for original items 23-27 Straight Concrete Curb adjusted to balance original quantities versus actual quantities used for original items 23-28 Curb & Gutter, Type 11 adjusted to balance original quantities versus actual quantities used for original items 23-29 Modified Roll Curb adjusted to balance original quantities versus actual quantities used for original items 23-30 Center Curb, D, Concrete adjusted to balance original quantities versus actual quantities used for original items 23-31 Mobilization & Demobilization for Seeding adjusted to balance original quantities versus actual quantities used for original items 23-32 Topsoil (Undistributed) adjusted to balance original quantities versus actual quantities used for original items 23-33 Field Office not used 23-34 Field Office Equipment not used 23-3 7 Concrete, A, Substructure adjusted to balance original quantities versus actual quantities used for original items 23-38 Concrete, B, Footing adjusted to balance original quantities versus actual quantities used for original items 23-39 Railing. Concrete. PF -2 adjusted to balance original quantities versus actual quantities used for original items 23-42 Pipe, Type 4 Circular, 6 in adjusted to balance original quantities versus actual quantities used for original items 23-43 Pipe, RCP, 12" storm facitlities added post bid 23-44 Pipe, RCP, 15" adjusted to balance original quantities versus actual quantities used for original items 23 45 Pipe,RCP, 24" adjusted to balance original quantities versus actual quantities used for original items 23-46 Pipe, RCP, 36" adjusted to balance ori'nal quantities versus actual quantities used for original items 23-47 Aggregate for Underdrain adjusted to balance original quantities versus actual quantities used for original items 23-48 Geotextiles for Underdrain adjusted to balance original quantities versus actual quantities used for original items 2349 Casting. Adjust to Grade adjusted to balance original quantities versus actual quantities used for original items 23-50 Water Valve, Adjust to Grade adjusted to balance original quantities versus actual quantities used for original items 23-51 Remove Replace, and Adjust Fire Hydrant to Grade adjusted to balance original quantities versus actual quantities used for original items 23-53 Inlet C-15 storm facitlities added post bid 23-54 Manhole C-4 adjusted to balance original quantities versus actual quantities used for original items 23-57 Construction Sign A adjusted to balance original quantities versus actual quantities used for original items 23-58 Construction Sign B adi usted to balance original quantities versus actual quantities used for original items 23-59 Barricade Ill -B adjusted to balance original quantities versus actual quantities used for original items 23-61 Sign Post, Square, Type 1. Reinf. Are. Base adjusted to balance original quantities versus actual quantities used for original items 23-63 Sign. Sheet, with legend 0.080" adjusted to balance original quantities versus actual quantities used for original items 23-69 Handhole, Lighting adjusted to balance original quantities versus actual quantities used for original items 23-72 Conduit, Steel, Galvanized, 2" adjusted to balance original quantities versus actual quantities used for original items 23-73 `.Fire. No. 4 Copper. in Plastic Duct. d 1 C adjusted to balance original quantities versus actual quantities used for original items 23-74 Wire, No. 4 Copper, in Plastic Duct in Trench, 4 1/C adjusted to balance original quantities versus actual quantities used for original items 23-75 Conduit/Interduct conduit stopped short of planned length: added to other project 23-76 Conduitllnterduct Handhole adjusted to balance original quantities � ersus actual quantities used for original items 23-77 lConduit, PVC 4" Schedule 40 ladjusted to balance original quantities versus actual quantities used for original items 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IMPROVEMENTS EXHIBIT A You have been directed to make the follow ing changes in this Contract: Item toDescription Reason For Change 23-78 Line, Thermo. Dotted White, 6", 2' Line. 4'Gap adjusted to balance original quantities versus actual quantities used for original items 23-79 Line, Thermo, Dotted White, 8", 2' Line. 2'Gap adjusted to balance original quantities versus actual quantities used for original items 23-80 Line. Thenno, Broken, White. 4" adjusted to balance original quantities versus actual quantities used for original items 23-81 Line. Thermo, Solid. Yellow, 4" adjusted to balance original quantities versus actual quantities used for original items 23-82 Line. Thermo, Solid. White, 6" adjusted to balance original qua2tities versus actual quantities used for original items 23-83 Trans. Mrk, Thermo Xwalk, White, 24" adjusted to balance original quantities versus actual quantities used for original items 23-84 Trans. Mrk, Thermo Yield, White, 36" adjusted to balance original quantities versus actual quantities used for original items 23-85 Transverse Marking, Thermoplastic, Crosswalk Line, White. 6 IN adjusted to balance original quantities versus actual quantities used for original items 2346 Pvmt Ms¢ Mkg, Thermoplastic, Lane Indication Arrow adjusted to balance original quantities versus actual quantities used for original items 23-87 Snowplowable Raised Pavement Marker, Blue adjusted to balance original quantities versus actual quantities used for original items 23-88 Snow loveable Raised Pavement Marker, Yellow adjusted to balance original quantities versus actual quantities used for original items 23-89 Controller Cabinet Modification added to accommodate Cannel Communication facilities as requested by Carmel Communication 23-90 Water Main Extra Work added to retire blow off valve and retire fire hydrants without causing outage 23-91 Additional Casting Replacement added to replace old castings as requested by City 23-92 End Section storm facitlities added post bid 23-93 Utility Conflict with Retaining Wall Excavation added due to utility requiring adjustment in retaining wall 23-94 Remove Excess Concrete from Manhole Structure N of Sir 18 added due to unforseen concrete slab removal around structure J To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 01/22/18 Re: C.O. #4 — Project #16 -ENG -23 Guilford Drive & Carmel Drive Doug, please find attached 1 original of same change order for project #16 -ENG -23 Guilford Road & Carmel Drive RAB Project. Please review & initial for the next BPW Meeting. Change Order #4 - Original Contract Amount: $3,336,000.00 Increase: $633.49 New Contract Amount $3,458,672.19 Thank you, Lisa Scott • Page 1