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Home My WebLink AboutWhite Construction, Inc/Eng/CO #5/14,524/70/Guilford and City Center RAB – Project #16-ENG-24CITY OF CARMEL TO: White Construction CONTRACT CHANGE ORDER NO.: 5 3900 E White Ave DATE: 1/11,118 Clinton, IN 47942 PROJECT NAME: 16 -ENG -23,16 -ENG -24,16 -ENG -25 Intersection Improvements Address CITY REQ. NO.: BeechGrove, IN CITY PO NO.: 100283 City/State/Zip CITY PO DATE: 3116117 4�6 I. You are directed to make the following changes in this Contract; Phone: 317-780-1555 DC4 Add additional items due to modifications in the field and requests from Carmel Utility Departments. SCHEDULED ADJUSTMENT ITEMbA OUNT M OR l -1 DAYS ' Sec detail of items and summary of changed costs in attached Table TOTAL OF CHANGE ORDER ITEMS 1 -$14,524.70 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.: n/a W.D.C. NO.:m1a_ Other: _ By Request from the City of Carmel ner 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 $3.458.672.19 ($14.524.70) 53.444.147.49 October 20 2017 Completion Date 0 Days October 20 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 r Approved ^� / V PM5- m / James Brainard. Mayor CROSSROAD ENGZTERS ENGINEER 3417 Sherman Drive Address BeechGrove, IN 46107IN 46107 City/State/Zip Phone: 317-780-1555 Date: / � t/U White Construction CONTRACTOR 3900 E White Ave Address Clinton. IN 47942 City/State/Zip By: Phone: 765-828-2590 Date: --V2 2 F asl3 , Cineer Mary�urke, mberm�ber Lori ember C *Rine S. ev ler reasurer Date: % 16-ENG-23, 16-ENG-24, 16-ENG-25 INTERSECTION IMPROVEMENTS CHANGE ORDER #5 TABLE Item N0. Description Cnit Unit Price Original uantity Original Amount Final uantih Final Amount OveriCnder ?4-6 Borrow CYD v- 01 1555 S 15.55 0 S - $ (15.55) 248 Storm Water Quality Management Budget DOL S 1.01) 12075 S 12,075.00 1000 S 1,000.00 $ 11,075.00) 24-10 Su de Treatment, Fvpe IV SYS 516.00 6343 S 101,458.00 6402 S 1 r 3.872.00 S 2.384,00 24-11 Sub de "Treatment (Undistributed) CYD 525.00 '-12 $ 5,300.00 0 S - S (5,300.00) 2412 IStructural Backfill, TyTse 2 LFf I S20.00 126 S 2,520.00 116.5 1 $ 130.00 S (190.00) '-4-13 Compacted A grertate, No. 53 TON 530.00 584 S 1-.520.00 633.69 1 S 19,310.70 S 1790.70 24-14 Asphalt Millin •, 1.5" SYS 59.00 997 S 11.973.00 1078 S 9.702.00 S 729.00 2415 NMA Surface. T 'C, 9.5 mm TON 570.00 -;Co S 35,000.00 509.65 S 35,675.50 S 675.50 2416 HMA Intermediate T 'C', 19.11 mm TON $58,00K27 S 40,368.00 697,35 S 40,446.30 S 78.30 24-17 HMA Base, T C, 25.0 mm TON 555.00 S 14'-.450.00 2351.19 S 129,315.45 S (13,133.55) 2418 PCCP, 7", Colored and Jointed SYS 556.00S 15,120.00 273.7 S 15,327.20 S 207.20 2419 HMA for Sidewalk TON $76.00S 21.'36.00 332.53 S 25 272.28 S 3,536.28 '-3-20 Sidewalk, Concrete SYS S'_9.00S 16.385.00 582.2 S 16 883.80 S 398.80'_4-2I Curb Ram , Concrete SYS 5161.00$ I 1592.00 104.69 1 S 16,855.09 S 5.263.09 24-22 Detectable Warning Surface, SYS $268,00 38 S 10,184.00 33.57 S 8,996.76 S (1,187.24) 24-'-3 Straight Concrete Curb LFT $15.00 942 S 13 130.00 931 S 13,965.00 S (165.00) '-4-24 Curb & Gutter, T It LFT 514.00 1838 S 25,732.00 1875 S 26250.00 S 518.00 2425 Modified Roll Curb LFT 516.00 $ 5,328.00 417 S 6,672.00 S 1,344.00 2426 Center Curb, D. Concrete SYS S111.00 3- $ 333.00 2.91 S 323.01 S (9.99) 2427 Mobilization & Demobilization for Seeding EA S10.00 2 S 20.00 0 S - S (20.00) 24-28 Topsoil (Undistributed) CYD $25.00 192 $ 4,800.00 16 S 400.00 S 0,400.00 2429 Field Office MO $500.00 S 1,500.00 0 S S (1,500.00) 24-30 Field Office Equipment MO 5250.00 S 750.00 0 S S 750.00) 24-31 Pipe. T 4. Circular, 6 in LFT 58.00 331 S 2,648.00 328 S 2,624.00 S (24.00) 24-32 Pipe, Underdrain, Outlet. 6 in LFT 1 $17.50 36 1 S 630.00 31 S 542.50 S (87.5000) 24-33 Pipe. RCP, 12" LFT 545.00 126 S 5,670.00 116 5 S 4;.242.50 S (427.5000 24-34 Aggregate for Underdram CYD 540.00 30 S 1.200.00 32.3 S 1,292.00 S 92.0000 2435 Geotextiles for Underdrain SYS Sl-.1-5 331 S 413.75 119.5 S 139.38 S (264.3750) '_4-36 Casting, Adjust to Grade EA 5750.00 8 S 6,000.00 5 S 3,750.00 S (2,250.0000) 24-37 Casting. Furnish & Adjust to Grade EA S1,000.00 3 S 3,000.00 4 S 4,000.00 S 1,000.0000 24-38 6" Ductile Iron Water Main LFT 560.00 40 $ 2,400.00 0 S S (2,400.0000) 2439 Remove, Replace and .Adjust Fire Flvdrant to Grade EA $5,000.00 I S 5,000.00 0 S S (5,000.0000) 24-41 Rater Valve, Adjust to Gradc EA $200,00 1 S 200.01) S $ (200.0000) 24-49 Construction Sin B EA $50,00 4 S 200,00 i0 8 S 400.00 S 200.0000 24-50 Barricade III-B LFT $10.00 192 $ 1,92 1.1110 312 S 3,120.00 S 1.200.0000 24-52 Sign Post, Square. Type 1, Reint Anc. Base LFT $14.00 303 S 4,24_.111 '_75.7 S 3,859,80 S (,12000) 24-54 Sign. Sheet, with legend 0.080" SFT 516.00 130 S 2,080.()0 12-2 S 1,952.00 S (128.0000) 24-65 Wire, No. 4 Copper, in Plastic Duct in Trench, 4 VC UT S112.00 757 1 S 9,084.00 822 1 S 9,864.00 S '80.0000 24-66 Conduit lnterduct LFT S25.00 159' S 39,800.00 1890 S 47,250.00 S -,450.0000 2467 Conduitlnterducl Handholc EA S-50.00 S 2,250.00 4 S 3,000.00 S -50.0000 24-68 4x4x4 Split Comm. Boy EA S4.'50.00 5 9,500.00 0 S S (9500.0000) 24 69 Conduit, I'B'C' 4" Schedule 40 LFT 510.00 55 S 5,520.00 511 S 5,110.00 S 410.0000) 24.70 Line, Thermo, Dotted White, 6", 2' Line, 4'Gap LFT 52.50 117 S 292.50 70 S 175.00 S (117.5000) 24-71 Line, Thermo, Dotted White, 8", T Line, 2'Gap LFT 53.50 114 S 399.0() 94 $ 329.00 S (70.0000) 24-72 Line, Thermo Broken. White, 4" LFT 51.00 64 1 S 64 Ori 50 S 50.00 S (14.0000) 24-'3 line, Thermo, Solid. fellow, 4" LFT I 51.00 2242 S 2,1_42.00 1961 S 1,961.00 S (231.0000) ^_4--4 Line, Thermo, Solid. White, 6" LFT 51.50 '30 $ 1.095.00 799 S 1,198.51) S 103.5000 24--6 "Trans. Mrk, Thermo field, White, 36" LFT $15.00 105 $ 1.5'5.00 95 $ 1,4-5.00 S (150.0000) 2477 "Trans. Mrk, Thermo, Stop Bar, 24" LFT SI0.(N) 1 _ S 13.11 11 14 S 14(1.00 S 10.0000 2478 Transverse Marking, Thermoplastic, Crosswalk Line, White, 6 IN LFT $350 79 $ 276.50 16= S 567.00 S 290.5000 24-79 Psmt Msg Mkg, Thermoplastic, Lane Indication Arrow EA S100.00 12 S 1,200.00 15 S 1,500.00 S 300.0000 2480 Snort losable Raised Pavement Marker, Blue EA S50o.00 2 S 1,000.00 1 S 500.00 $ 500.0000) 24-82 Additional I-ccClearim= LS I 57,116.01) 0 S l S 711601 5 7,116.01M0 24-83 Modified Control Cabinct LS 52,805.011 0 S I S 2,805.00 S 2,805.0000 24-t5 Concrete Cap on „' Gas Main LS 5576.64 0 S 1 S 576.64 S 576.6400 24-1,6 Lost time due to utilities- STR 16 & 14 LS S2,23' i1 0 S I S 2,232.001 $ 2,232.0000 24_g- Lost time due to utilities- Power & CATV at Str 21 & 22 LS 51,640.00 0 S 1.63 S 2,673 20 S 2,673.2000 24-88 PI Cabinet Panels 1.S 5825.00 0 S t 825.00 S 825.0000 TOTAL OF CHANGE ORDER ITEMS 5 (14 24.6950 16 -ENG -23,16 -ENG -24.16 -ENG -25 INTERSECTION IMPROVEMENTS CHANGE ORDER #5 TABLE Item Original Original Final Description Unit Unit Price Final O�erCnder No oan Amount uantit� CONTRACT PRICE PRIOR TO CHANGE ORDER S3,459,671-.19 CHANGE ORDER 45 S (14.524.70) NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS 53,444,147.49 16 -ENG -23,16 -ENG -24,16 -ENG -25 INTERSECTION IMPROVEMENTS EXHIBIT A N ou have been directed to make the following changes in this Contract: Item No. Description Reason For Change 24-6 Borron% adjusted to balance original quantities versus actual quantities used for original items 24-8 Stonn Water Quality Management Budget adjusted to balance original quantities versus actual quantities used for original items 24-10 Sub de Treatment, Type iV adjusted to balance original quantities versus actual quantities used for original items 24-11 Sub de Treatment (Undistributed) not used 24-12 Structural Backfill. Type 2 adjusted to balance original quantities versus actual quantities used for original items 24-13 Compacted AgLregate. No. 53 adjusted to balance original quantities versus actual quantities used for original items 24-14 A halt Millin , 1.5" adjusted to balance original quantities versus actual quantities used for original items 24-15 HMA Surface, T C', 9.5 mm adjusted to balance original quantities versus actual quantities used for original items 24-16 HMA Intermediate. T C', 19.0 mm adjusted to balance original quantities versus actual quantities used for original items 24-17 HMA Base, T e'C'. 25.0 mm adjusted to balance original quantities versus actual quantities used d(r original items 24-18 PCCP, 7", Colored and Jointed adjusted to balance original quantities versus actual quantities used for original items 24-19 HMA for Sidewalk adjusted to balance original quantities versus actual quantities used for original items 24-20 Sidewalk, Concrete adjusted to balance original quantities versus actual quantities used for original items 24-21 Curb Ramp. Concrete adjusted to balance original quantities versus actual quantities used for original items 24-22 Detectable Warning Surfaces adjusted to balance original quantities versus actual quantities used for original items 24-23 Straight Concrete Curb adjusted to balance original quantities versus actual quantities used for original items 21-24 Curb & Gutter, Type 11 adjusted to balance original quantities versus actual quantities used for original items 24-25 Modified Roll Curb adjusted to balance original quantities versus actual quantities used for original items 24-26 Center Curb, D, Concrete adjusted to balance original quantities � ersus actual quantitieq used for original items 24-27 Mobilization & Demobilization for Seeding adjusted to balance original quantities versus actual quantities used for original items 24-28 Topsoil (Undistributed) adjusted due to existing suitable material on-site 24-29 Field Office adjusted to balance original quantities versus actual quantities used for original items 24-30 Field Office Equipment adjusted to balance original quantities versus actual quantities used for original items 24-31 Pipe, T 4, Circular, 6 in adjusted to balance original quantities, versus actual quantities used for original items _4-32 Pipe, Underdrain, Outlet, 6 in -adjusted to balance original quantities cerus actual uantities used for original items 24-33 Pipe, RCP, 12" adjusted to balance original quandties ccrsus actual quantities used for original items 24-34 LzaaLl�Aggregate for Underdrain adjusted to balance original quantities verses actual quantities used for ori final items 24-35 Geotextiles for Underdrain adjusted to balance original quantities versus actual quantities used for original item., 24-36 Casting, Adjust to Grade adjusted to halance original quantitics versus actual quantities used for original items 24-37 Casting, Furnish & Adjust to Grade adjusted to balance original quantities versus actual quantities used for original items 24-38 6" Ductile iron Water Main not used 24-39 Remove, R lace and Adjust Fire Hcdrant to Grade not used 2441 Water Valve, Adjust to Grade adjusted to balance original quantities versus actual quantities used for original items 2449 Construction Sign B adjusted to balance original quantities versus actual quantities used for original items 24-50 Barricade IIi-B adjusted u, balance original quantities versus actual quantities used for original items 24-52 Sign Post, Square, T,. -pe 1, Reinf. Anc. Base adjusted to balance original quantitics versus actual quantities used for original items 24-54 Sign, Sheet, with legend 0.080" adjusted to balance original quantities versus actual quantities used for original items 24-65 Wire, No. 4 Copper. in Plastic Duct in Trench, 4 l/C adjusted to balance original quantities versus actual quantities used for original items 24-66 Conduit/Interduct adjusted to connect to existing conduit at Cannel Dr & Guilford RAB. 24-67 Conduit'interduct Handhole adjusted to balance original quantities versus actual quantities used for original items 24-68 4x4x4 Split Comm. Box not used 24-69 Conduit, PVC 4" Schedule 40 adjusted to balance original quantities versus actual quantities used for original items 24-70 Line. Thermo, Dotted White, 6",'-)' Line. 4' Gap adjusted to balance original quantities versus actual quantities used for original items 24-' i Linc. Thenno, Dotted White, 8", '_' Linc. _'' Ga . adjusted to balance original quantities versus actual quantities used for original items 24-72 Line, Thermo, Broken, White. 4" adjusted to balance original quantities versus actual quantities used for original items 24-73 Line. Thermo, Solid, Yellow, 4" adjusted to balance original quantities versus actual quantities used for original items 24-74 Line, Thermo, Solid, White, 6" adjusted to balance original quantities versus actual quantities used for original items 24-76 Trans. Mrk, Thermo Yield. White. 36" adjusted to balance original uantitics Cerus actual quantities used for original items 24-77 Trans. Mrk, Thermo, Stop Bar, 24" adjusted to balance original quantities versus actual quantities used for original items 24-78 Transverse Marking, Thermoplastic, Crosswalk Line, White, 61N adjusted to balance original quantities versus actual quantities used for ori final items 24-79 Pvmt Msg Mkg, Thermoplastic, Lane indication Arrow adjusted to balance original quantities versus actual quantities used for original items 24-80 Sno lovable Raised Pavement Marker, Blue adjusted to balance original quantities versus actual quantities used for ori final items 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 24-82 Additional Tree Clearing added as part of deal of land ac uisithln 24-83 added to accommodate Carmel Communication facilities as requested by Carmel Modified Control Cabinet Communication 24-85 Concrete Cap on 2" Gas Main added due to shallow ear main not being relocated in timely manner 24-86 Cost time due to utilities- STR 16 & 14 added due to existing utilites mislocation on plans Lost time due to utilities- Power & CATV at Sir 21 & 24-87 22 added due to exposure of unknown de-energized power line and unmarked fiber 24.88 PI Cabinet Panels added to accommodate Carmel Street Dept. facilities as requested by Street Dept. City of Carmel Project 16 -ENG -24 Intersection Improvements S. Rangeline Rd. & City Center Dr. CHANGE ORDER #5 Balancing/Reconcilition for Pay Items 24-1 through 24-88 Contract Price prior to this Change Order Contract Price will be increased/decreased by this Change Order ------------------------------------------------------------------------------------------ New Contract Price including this Change Order ------------------------------------------------------------------------------------------ —S3,45 8.6 7-2. 19 S(14,524.70) 53.444,147.49 j Amount Adjusted Contract Price ; Cumulative % Change j from Original Contract Original Contract $3,336,000.00 $3,336,000.00 N/A CO1 $88,149.81 $3,424,149.81 2.6% CO2 $20,000.00 $ 3,444,149.81 3.2 CO3 $13,888.89 $3,458,038.70 3.6% C04 $633.49 $3,458,672.19 3.6% C05 $(14,524.70) $3,444,147.49 3.2% Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 01/22/18 Re: C.O. #5 — Project #16 -ENG -24 Guilford Road and City Center RAB Doug, please find attached 1 original of same change order for project #16 -ENG -24 Guilford Road & City Center RAB Project. Please review & initial for the next BPW Meeting. Change Order #5 - Original Contract Amount: $3,336,000.00 Decrease: $14,524.70 New Contract Amount $3,444,147.49 Thank you, Lisa Scott • Page 1