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Home My WebLink AboutRieth-Riley Construction Co, Inc/Eng/CO #02/51,646.91/River Road Phase II – Project #16-ENG-80CITY OF CARMEL TO: Reith -Riley Construction Co., Inc CONTRACT CHANGE ORDER NO.: 2 1751 W Minnesota Street DATE: 10/5/18 Indianapolis, IN 46221 PROJECT NAME: 16 -ENG -80 River Road Phase II CITY PROJECT NO.: #16 -ENG -80 CITY PO NO.: # 100659 CITY PO DATE: 8/16/17��"0" I. You are directed to make the following changes in this Contract: New Contract Pay Items and work considering utility delays and local request for added work in addition to reconciliation of some completed contract items for 16 -ENG -80 SCHEDULED ADJUSTMENT ITEM AMOUNT N OR (-) DAYS See Attached $ 51,646.91 * See detail of items and summary of changed costs in attached Table for items 1 through 62 II. 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 $2.942.955,74 Contract Price will be increased by this Change Order $51,646.91 New Contract Price including this Change Order $2,994,602.65 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 Accepted Approved CROSSROAD ENGINEERS ENGINEER 3417 Sherman Drive Address Beech Grove, IN 46107 City/state/Zip By: ,L.4Ae'-V1 Phone: 317-780-1555 117 Date: 10/9/2018 Reith -Riley Construction Co.. Inc CONTRACTOR 1751 W Minnesota Street Address Indianapolis, IN 46221 City/S Z' By: Pho • 574- 7 - T83 Date: 11941t so Ames Brainard, Mayor y Kas�;ftan, ity Enhneer Member AT'T'EST: her �4l Christine S. Paule , Clerk -Treasurer U Date: 7 / PROJECT NAME: 16 -ENG -80 River Road Phase 11 CONTRACT CHANGE ORDER NO.: 2 Item Number Description Unit Price Original Quantity Original Amount Actual or Proposed uanti Proposed Contract Amount Over/Under 4 Sediment, Repave ('S'S $38.48 13 $500.24 0 $ - $ (500.24) 5 6 7 Temporary Check Dam, Revetment Riprap Temporary Wet Protection Temporary Mulch TON EA TON $52.63 585.00 5420.00 104 47 6 $5,473.52 $3,995.00 $2,520.00 20.26 0 8 1 1,066.28 S $ - S S 3,360.00 S (4,407.24) (3,995.00) 840.00 8 Temporary Silt Fence LFT $1.80 3727 56,708.60 3411 $ 6,139.80 S (568.80) 9 No. 2 Stone for Construction Drive TON $22.94 155 53,555.70 0 $ - $ (3,555.70) 10 No. 53 Stone for Construction Drive TON 526.30 23 $604.90 43.52 S 1,144.58 S 539.68 11 Temporary Filter Stone TON $58.99 6 $353.94 0 $ - S (353.94) 12 Temporary Geotextiles SYS $0.94 816 5767.04 26.6 $ 25.00 S (742.04) 13 Temporary Seed Mixture LBS 1200 340 $680.00 0 $ - $ (680.00) 14 Subgrade Treatment, Type 11 SYS $14.68 401 $5,886.68 283.9 S 4,167.65 IS (1,719.03) 15 Subgrade Treatment, Type IB SYS 52.18 5695 $12,415.10 2200 $ 4,796.00 S (7,619.10) 18 Structure Backfill, Type I CYS $27.14 1653 $44,862.42 1335.02 $ 36,232.44 S (8,629.98) 19 Compacted Aggregate, No. 53, Base TON 525.22 2093 $52,785.46 76.7 $ 1,934.37 S (50,851.09) 20 Milling Asphalt, 1.5" SYS $1.65 3412 $5,629.80 2758.6 S 4,551.69 S (1,078.11) 21 HMA Surface Ty C, C, 9.5 rttm TON 562.20 1866 $116,065.20 0 $ - S (116,065.20) 22 HMA Intermediate Type C, 19.0 mm TON 550.58q5O $133,581.78 2152.62 $ 108,879.52 S (24,702.26) 23 HMA Base Type C, 25.0 mm TON 146.66 $345,703.94 6285.09 S 293,262.30 S (52,441.64) 24 HMA Intermediate Type C, OG 19.0 mm TON 549.94 $159,308.60 3558.55 S 177,713.99 S 18,405.39 26 Colored and Jointed Concrete, 7" SYS 582.23 $28,780.50 350.1 $ 28,788.72 S 8.22 29 HMA for Sidewalk TON 574.16 $92,922.48 0 1 - S (92,922.48) 30 Sidewalk Concrete, 4 in. SYS $72.49 52,609.64 49.3 $ 3,573.76 S 964.12 31 Curb Ramp, Concrete, Colored SYS $159.28 $11,149.60 67 Is 10,671.76 S (477.84) 32 Delectable Warning Surfaces SYS $110.01 14 $1,540.14 14.8 $ 1,628.15 S 88.01 33 Curb, Concrete LFT $19.96 283 $5,648.68 297 $ 5,928.12 $ 279.44 36 Modified Roll Curb LFT $20.63 349 57,199.87 357 S 7,364.91 S 165.04 37 PCCP for Approaches, 9 in. SYS $65.37 401 $26,213.37 404.62 $ 26,450.01 S 236.64 38 ScourStop Transition Mat SYS $130.00 51 56,630.00 33.8 $ 4,394.00 $ (2,236.00) 39 1ScourStop Turf Reinforcement Mat SYS $20.00 30 $600.00 0 $ - S (600.00) 41 Mulched Seeding, U SYS 52.94 10920 S32,104.80 23843 1 70,098.42 S 37,993.62 42 Erosion Control Blanket SYS $1.00 2874 $2,874.00 6006.12 S 6,006.12 $ 3,132.12 43 Water KG $1.00 60 $60.00 0 $ - S (60.00 44 Sod SYS $3.00 16629 549,887.00 12304.59 S 36,913.77 S (12,973.23) 46 Pipe, Type 4, Circular, 6 in. LFT $4.60 9358 543,046.80 9159 $ 42,131.40 $ (915.40) 47 Pipe, Underdrain, Outlet, 6 in. LFT 1 $13.00 24 1312.00 34 S 442.00 $ 130.00 48 Pipe, RCP, 12 in. LFT 546.77 1405 $65,711.85 1357.5 S 63,490.28 S (2,221.58) 50 Pipe, RCP, 15 in. LFT $43.77 337 $14,750.49 332 $ 14,531.64 S (218.85) 51 Pipe, RCP, 18 in. LFT $56.85 22 51,250.70 32 $ 1,819.20 $ 568.50 52 Pipe, RCP, 21 in. LFT 549.67 565 528,063.55 558 $ 27,715.86 S (347.69) 53 Pipe, RCP, 24 in. LFT $57.45 669 $38,434.05 662 S 38,031.90 $ (402.15) 60 Aggregate for Underdrsms CYS 542.25 899 $37,982.75 701.99 $ 29,659.08 S (8,323.67) 61 Geotextiles for Underdrain SYS SL00 7955 $7,955.00 7470.01 $ 7,470.01 S (484.99) 62 Casting, Adjust to Grade EA $585.02 2 51,170.04 I S 585.02 $ (585.02) 63 Casting, Furnish & Adjust to Grade EA S1,446.3I 2 $2,892.62 0 s - S (2,892.62) 64 Adjust to Grade, Valve Box EA $334.18 7 $2,339.26 5 $ 1,670.90 S (668.36) 65 Fire Hydrant, Adjust to Grade EA 51,484.04 2 52,968.08 1 S 1,484.04 S (1,484.04) 72 Road Closure Sign Assembly EA $300.00 3 $900.00 5 $ 1,500.00 S 600.00 74 lCrinsawtion Sign A EA 5140.00 8 51,120.00 10 $ 1,400.00 5 280.00 77 Barricade Bl -B LFT $10.00 120 $1,200.00 160 S 1,600.00 1 400.00 78 Sign Post, Square, Type 1, Reinforced Anchor Base LFT $15.00 185.5 $2,782.50 170.5 $ 2,557.50 S (225.00) 81 Sign, Sheet, With Legend 0.100" Thickness SFT $18.00 61.74 $1,111.32 52.25 $ 940.50 S (170.82) 84 CondaitMterduct LFT SI2.50 4949 $61,862.50 4822 S 60,275.00 $ (1,587.50) 85 Transverse Marking, Thermoplastic, Crosswalk White, 24 in. LFT $6.00 90 $540.00 99 $ 594.00 S 54.00 86 Line, Thermoplastic, Solid White, 4 in. LFT $1.25 640 $800.00 769.2 $ 961.501S 161.50 87 Line, Thermoplastic, Dotted White, 12 in. LFT $3.00 82 5246.00 80.2 S 240.60 S (5.40 88 Transverse Marking, Thermoplastic, Yield White, 27 in. LFT $15.00 59 5885.00 59.2 $ 888.00 S 3.00 89 Line, Thermoplastic, Solid Yellow, 4 in. LFT $1.25 1836 $2,295.00 1630 S 2,037.50 S (257.50) 90 Pavement Message Marking, Thermoplastic, Lane Indication Arrow EA $100.00 12 $1,200.00 15 $ 1,500.00 $ 300.00 94 Conduit, PVC, 4 in. LFT $9.00 526 54,734.00 811 S 7,299.00 $ 2,565.00 97 Conduit, Steel, Galvanized, 2" LFT $14.00 200 52,800.00 160 S 2,240.00 S (560.00) 98 Wire, No. 4 Copper, in Plastic Duct, 4 1/C LFT $10.00 200 52,000.00 234 S 2,340.00 $ 340.00 99 Wire, No. 4 Copper, in Plastic Duct in Trench, 4 1/C LFT $10.00 410 $4,100.00 500 S 5,000.00 S 900.00 105 Landscape Edging LFT 57.50 142 $1,065.00 144 S 1,080.00 S 15.00 121 Duke Subgrade Treatment IC SYS S43.00 561 $24,123.00 4091 $ 17,595.60 S (6,527.40) 122 Duke Underdrain Connection LFT 545.34720 532,644.80 60 S 2,720.40 S (29,924.40) 123 Duke Curb and Gutter LFT 545.28 720 $32,601.60 8571 $ 38,814.02 S 6,212.42 PROJECT NAA: 16 -ENG -80 River Road Phase II CONTRACT CHANGE ORDER NO.: 2 Numb Description Unit Unit Price original Quantity Original Amount Actual or Proposed QuantityAmount Proposed Contract Over/Under 124 Duke 11.5" PCCP Patching SYS $94.58 242 522,888.36 246.24 S 23,289.38 S 401.02 127 2018 Grading Path and Cormnon Excavation LS $66,417.39 0 50.00 1 $ 66,417.39 S 66,417.39 128 2018 Compacted Agg. 053 TON $26.81 0 $0.00 1662.94 S 44,583.42 S 44,583.42 129 2018 Type C Surface TON S66. 19 0 50.00 1839.7 S 121,769.74 S 121,769.74 130 2018 Path HMA TON $78.43 0 $0.00 1259.17 S 98,756.70 1 S 98,756.70 131 2018 Mobilizations LS $7,500.00 0 50.00 1 $ 7,500.001S 7,500.00 132 Duke Energy Delay Inefficiency Cost for Cuff and Paving EA 54,677.53 0 $0.00 14 S 65,485.42 S 65,485.42 133 Path Sod Notch LS $3,820.22 0 $0.00 1 $ 3,820.22 S 3,520.22 134 Emsting Pavement Repair North End LS 51,712.60 0 SOW I S 1,712.60 S 1,712.60 135 Path Coaune LS $1 1,()(X) (N) (1 yn nn I 4 I LO(X) 00 K 11,000 W ITUIFAL OF CHANGE ORDER ITEMS $51,646.91 ORIGINAL CONTRACT PRICE CHANGE ORDER, #1 $2,912,148.31 $30,807.43 CHANGE ORDER, #2 $51,646.91 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $2,994,602.65 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: 10/09/2018 City of Carmel, 2017 LOIT Bond Project: #16 -ENG -80 River Road Ph One Civic Square Carmel, IN 46032 WE ARE SENDING YOU X Attached _ Shop _ Drawings _ Copy of _ Letter Prints Change Order II Road Improvements Samples Specifications Copies: Date: Description: 1 10/09/2018 Chanize Order #2 for referenced oroiect. THEY ARE TRANSMITTED AS CHECKED BELOW: Remarks: X For Approval _ Approved as submitted For your use _ Approved as noted As requested _ Returned for corrections For bids due 20 _ Resubmit blueline sets w/binder _ Resubmit Xerox sets w/binder Return corrected prints Signed Lance Stahley RECEIVED BY DATE Memo To: Doug Haney, Corporation Counsel F. Lisa Scott CC: Jeremy Kashman Date: 10/11 /18 Re: C.O. #2 River Road Phase II Project #16 -ENG -80 Doug, please find attached 2 originals of same change order for project #16 -ENG -80 13e River Road Phase U. Please review & initial for the next BPW Meeting. Change Order #2- Original Contract Amount: $2,912,148.31 Increase: $51,646.91 New Contract Amount: $2,994,602.65 Thank you, Lisa Scott 0 Page 1