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HomeMy WebLinkAboutRieth-Riley/Eng/CO #13/-486,849.41/Spring Mill Road Reconstruction – Project #16-ENG-52 City of Carmel Project 16-ENG-52 Spring Mill Road Reconstruction CHANGE ORDER#13 Balancing Change Order—End Project Contract Price prior to this Change Order $9,591,684.65 cieCrguLt Contract Price will be i aased_by his Change Order New Contract Price including this Change Order $9,104,835.24 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $8,592,091.16 $8,592,091.16 N/A CO1 (-333.18) $8,591,757.98 -0.004% CO2 $36,031.35 $8,627,789.33 0.42% CO3 $123,808.23 $8,751,597.56 1.86% C04 $11,656.00 $8,763,253.66 1.99% CO5 $4,140.25 $8,767,393.91 2.04% C06 $640,929,94 $9,408,323.85 9.50% C07 $13,183.50 $9,421,507.35 9.65% C08 $32,465.92 $9,453,973.27 10.03% C09 $91,297.27 $9,545,270.54 11.09% C010 $7,996.08 $9,553,266.62 11.19% C011 $22,257.82 $9,575,524.44 11.45% C012 $16,160.21 $9,591,684.65 11.63% C013 (-$486,849.41) $9,104,835.24 5.97% Page 1 of 2 Viola . CITY OF CARMEL TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 13 Rieth-Riley Construction Co., Inc. DATE: 7/19/2019 P.O.Box 276 PROJECT NAME: Spring Mill Road Reconstruction / 1751 W. Minnesota Street Indianapolis, IN 46221 Project#16-ENG-52 CITY REQ. NO.: CITY PO NO.: 34297 CITY PO DATE: 9/8/2016 I. You are directed to make the following changes in this Contract: *This Change Order will balance all items which over ran or under ran in quantity for Project#16-ENG-52 and set the Substantial Completion Date as 12/15/2017. NOTE: Per the documents below this is a ZERO DOLLAR CHANGE ORDER. II. The following referenced Documents further describe the changes outlined in Paragraph 1, and are to be considered a part of this Change Order: * FINAL SMR 16 ENG 52 Estimate 26 * Change Order 13 Report Springmill Road Reconstruction The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order S 9,591,684.65 Contract Price will be increased/decreased by this Change Order $(-486,849.41) New Contract Price including this Change Order $ 9,104,835.24 Contract Time Prior to this Change Order Days Completion Date Net increased:decreased resulting from this Change Order Days Current Contract Time including this Change Order 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. AR-1 Page 2 of 2 The Above Changes Are The Above Changes Are Approved: Recommended: Accepted:United Consulting Rieth-Riley A!!o+ ,1-("�p ENGINEER CONTRACTOR pi •s Brai . a, Mayo1625 N. Post Road 1751 W. Minnesota Street / , Address Address ar s Bur, Member Indianapolis, IN 46219 Indianapolis, IN 46206 ,IP", City/State/Zip City/State/Zip Dori W, :.n, Member 7/ By: By: S / / -- " Phone: 317.724.5582 Phon : i a ( /' Christine S. Pauley, Clerk- • I I reasurer Date: 7/22/2019 Date: 1 I 6k Je• my ashman, .E. ity Engineer Date: ° + — l UNITED United Consulting, Inc. Consulting= Change Order Details Spring Mill Road Reconstruction Description: Spring Mill Road Reconstruction from 106th Street to Main Street City of Carmel Project No.16-ENG-52 Change Order: 13 Date Created: 06/10/2019 Status: Approved Date Approved: Type: Summary: Balancing Change Order - End Project Change Order Description: This Change Order is being created to balance the final quantities for this project. Awarded Project Amount: $7,668,625.55 Authorized Project Amount: $8,656,562.94 Change Order Amount: -$486,849.41 Revised Project Amount: $8,169,713.53 Increases/Decreases Line Number Dein Unit Unit Price (omrsrt Chasse Sevised QueeIity A .Ammer Q—Rity Aareatt Qeentity Avert Section: 1 -Default Section 4 4 SYS $14.600 459.00 $6,701.40 -82.40 -$1,203.04 376.60 $5,498.36 PAVEMENT REMOVAL Reason: Balancing Change Order 5 5 SYS $42.390 34.00 $1,441.26 -20.70 -$877.47 13.30 $563.79 CENTER CURB, CONCRETE, REMOVE Reason: Balancing Change Order 6 6 LFT $7.820 77.00 $602.14 338.50 $2,647.07 415.50 $3,249.21 CURB, CONCRETE, REMOVE Reason: Balancing Change Order 7 7 LFT $6.050 2,914.00 $17,629.70 243.00 $1,470.15 3,157.00 $19,099.85 CURB AND GUTTER, REMOVE Reason: Balancing Change Order 9 9 SYS $16.700 223.00 $3,724.10 464.40 $7,755.48 687.40 $11,479.58 SIDEWALK CONCRETE, REMOVE Reason: Balancing Change Order 10 10 EACH $607.040 4.00 $2,428.16 -2.00 -$1,214.08 2.00 $1,214.08 INLET, REMOVE Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 1 of 11 08/14/2019 Reconstruction ILe Number item Unit Usk Price Curse t Change Revised Quantity Ar■st Quantity Am>_t Quantity Asaessut 11 11 LFT $4.500 492.00 $2,214.00 -492.00 -$2,214.00 0.00 $0.00 FENCE, CHAIN. LINK, REMOVE Reason: Balancing Change Order 1la 1la LFT $6.500 735.00 $4,777.50 -98.00 -$637.00 637.00 $4,140.50 GUARDRAIL, REMOVE Reason: Balancing Change Order 12 12 EACH $898.300 1.00 $898.30 1.00 $898.30 2.00 $1,796.60 MANHOLE, REMOVE Reason: Balancing Change Order 13 13 EACH $84.360 1.00 $84.36 4.00 $337.44 5.00 $421.80 CURB TURNOUT, REMOVE Reason: Balancing Change Order 15 15 LFT $38.160 832.00 $31,749.12 -326.00 -$12,440.16 506.00 $19,308.96 PIPE, REMOVE Reason: Balancing Change Order 16 16 LFT $2.750 1,662.00 $4,570.50 -1,373.00 -$3,775.75 289.00 $794.75 FENCE, FARM FIELD, REMOVE Reason: Balancing Change Order 17 17 CYS $5.810 24,762.00 $143,867.22 5,727.03 $33,274.04 30,489.03 $177,141.26 EXCAVATION, COMMON Reason: Balancing Change Order 18 18 CYS $0.010 15,953.00 $159.53 -15,953.00 -$159.53 0.00 $0.00 BORROW Reason: Balancing Change Order 19 19 CYS $38.620 63.00 $2,433.06 -63.00 -$2,433.06 0.00 $0.00 SEDIMENT, REMOVE Reason: Balancing Change Order 20 20 TON $57.150 8.00 $457.20 -8.00 -$457.20 0.00 $0.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP Reason: Balancing Change Order 21 21 EACH $65.000 154.00 $10,010.00 -151.00 -$9,815.00 3.00 $195.00 TEMPORARY INLET PROTECTION Reason: Balancing Change Order 22 22 TON $450.000 29.00 $13,050.00 -21.70 -$9,765.00 7.30 $3,285.00 TEMPORARY MULCH Reason: Balancing Change Order 23 23 LFT $1.950 12,404.00 $24,187.80 -5,300.00 -$10,335.00 7,104.00 $13,852.80 TEMPORARY SILT FENCE Reason: Balancing Change Order 24 24 TON $25.250 400.00 $10,100.00 -400.00 -$10,100.00 0.00 $0.00 NO. 2 STONE Reason: Balancing Change Order 25 25 SYS $2.790 940.00 $2,622.60 -940.00 -$2,622.60 0.00 $0.00 TEMPORARY GEOTEXTILE Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 2 of 11 08/14/2019 Reconstruction Line Number Item Unit Unit Price Carat change Itemised Q.aatity Amami Quantity Aaeaat Quantity Aaea,at 26 26 LBS $0.250 1,740.00 $435.00 -1,740.00 -$435.00 0.00 $0.00 TEMPORARY SEED MIXTURE Reason: Balancing Change Order 27 27 SYS $22.670 925.00 $20,969.75 -171.10 -$3,878.84 753.90 $17,090.91 SUBGRADE TREATMENT,TYPE II Reason: Balancing Change Order 28 28 SYS $6.030 54,114.00 $326,307.42 -272.40 -$1,642.57 53,841.60 $324,664.85 SUBGRADE TREATMENT,TYPE IB Reason: Balancing Change Order 29 29 CYS $25.660 13,541.00 $347,462.06 -4,763.50 -$122,231.41 8,777.50 $225,230.65 STRUCTURE BACKFILL,TYPE I Reason: Balancing Change Order 30 30 TON $125.000 655.00 $81,875.00 -655.00 -$81,875.00 0.00 $0.00 DRYING SOILS FOR EMBANKMENT Reason: Balancing Change Order 31 31 TON $27.600 3,015.00 $83,214.00 3,060.41 $84,467.32 6,075.41 $167,681.32 COMPACTED AGGREGATE NO. 53 BASE Reason: Balancing Change Order 32 32 TON $183.090 11.00 $2,013.99 -11.00 -$2,013.99 0.00 $0.00 WIDENING WITH HMA,TYPE C Reason: Balancing Change Order 33 33 SYS $12.000 381.00 $4,572.00 2,205.00 $26,460.00 2,586.00 $31,032.00 MILLING,ASPHALT, 1 1/2 IN. Reason: Balancing Change Order 34 34 SYS $12.000 488.00 $5,856.00 -8.30 -$99.60 479.70 $5,756.40 MILLING,ASPHALT Reason: Balancing Change Order 36 36 TONS $58.590 3,254.00 $190,651.86 314.50 $18,426.56 3,568.50 $209,078.42 HMA SURFACE,TYPE C Reason: Balancing Change Order 37 37 TONS $51.560 5,266.00 $271,514.96 -39.91 -$2,057.76 5,226.09 $269,457.20 HMA INTERMEDIATE,TYPE C Reason: Balancing Change Order 38 38 TONS $49.540 14,790.00 $732,696.60 -213.61 -$10,582.24 14,576.39 $722,114.36 HMA BASE,TYPE C Reason: Balancing Change Order 39 39 TONS $50.090 6,624.00 $331,796.16 250.94 $12,569.58 6,874.94 $344,365.74 HMA INTERMEDIATE, OG,TYPE C Reason: Balancing Change Order 40 40 TON $103.000 500.00 $51,500.00 -435.95 -$44,902.85 64.05 $6,597.15 HMA FOR TEMPORARY PAVEMENT, C (UNDISTRIBUTED) Reason: Balancing Change Order 41 41 TON $0.010 44.00 $0.44 -15.00 -$0.15 29.00 $0.29 ASPHALT FOR TACK COAT Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 3 of 11 08/14/2019 Reconstruction L .Number Rem Unit Unit trice Catmint Chasse Revised Quantity Avae..t Q.aatity Apt Quantity Aae..t 44 44 TON $79.930 2,205.00 $176,245.65 163.69 $13,083.74 2,368.69 $189,329.39 HMA FOR SIDEWALK Reason: Balancing Change Order 45 45 SYS $43.800 391.00 $17,125.80 548.70 $24,033.06 939.70 $41,158.86 SIDEWALK, CONCRETE Reason: Balancing Change Order 46 46 SYS $155.700 579.00 $90,150.30 144.92 $22,564.04 723.92 $112,714.34 CURB RAMP, CONCRETE Reason: Balancing Change Order 47 47 LFT $33.040 245.00 $8,094.80 13.10 $432.82 258.10 $8,527.62 CURB, INTEGRAL CONCRETE Reason: Balancing Change Order 48 48 LFT $16.040 18,824.00 $301,936.96 608.80 $9,765.15 19,432.80 $311,702.11 CURB AND GUTTER, CONCRETE,TYPE II Reason: Balancing Change Order 49 49 LFT $15.010 13,666.00 $205,126.66 -907.20 -$13,617.07 12,758.80 $191,509.59 CURB AND GUTTER, CONCRETE,TYPE III Reason: Balancing Change Order 50 50 SYS $181.220 125.00 $22,652.50 121.60 $22,036.35 246.60 $44,688.85 CENTER CURB, D CONCRETE Reason: Balancing Change Order 51 51 EACH $1,183.910 2.00 $2,367.82 1.00 $1,183.91 3.00 $3,551.73 CURB,TURNOUT Reason: Balancing Change Order 52 52 LFT $29.500 308.00 $9,086.00 -7.00 -$206.50 301.00 $8,879.50 CURB AND GUTTER, ROLL CURB Reason: Balancing Change Order 53 53 TON $89.440 800.00 $71,552.00 12.56 $1,123.37 812.56 $72,675.37 HMA FOR APPROACHES,TYPE C Reason: Balancing Change Order 54 54 SYS $52.720 537.00 $28,310.64 -43.60 -$2,298.59 493.40 $26,012.05 PCCP FOR APPROACHES, 6 IN. Reason: Balancing Change Order 55 55 SYS $64.540 412.00 $26,590.48 14.30 $922.92 426.30 $27,513.40 PCCP FOR APPROACHES, 9 IN. Reason: Balancing Change Order 56 56 EACH $185.000 13.00 $2,405.00 -5.00 -$925.00 8.00 $1,480.00 MAILBOX ASSEMBLY, SINGLE RESET Reason: Balancing Change Order 58 58 TON $85.060 33.00 $2,806.98 84.09 $7,152.70 117.09 $9,959.68 RIPRAP, REVETMENT Reason: Balancing Change Order 59 59 EACH $50.000 7.00 $350.00 -7.00 -$350.00 0.00 $0.00 MOBILIZATION AND DEMOBILIZATION FOR SEEDING Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 4 of 11 08/14/2019 Reconstruction Line Auer Item Unit Unit Puce Carent Change Revised Quantity Amami Quantity Amount Quantity Anaeat 60 60 SYS $1.170 1,016.00 $1,188.72 -1,016.00 -$1,188.72 0.00 $0.00 EROSION CONTROL BLANKET Reason: Balancing Change Order 61 61 kGAL $1.000 102.00 $102.00 -102.00 -$102.00 0.00 $0.00 WATER Reason: Balancing Change Order 62 62 SYS $3.250 28,063.00 $91,204.75 6,630.26 $21,548.35 34,693.26 $112,753.10 SODDING, NURSERY Reason: Balancing Change Order 63 63 EACH $8,500.000 1.00 $8,500.00 -1.00 -$8,500.00 0.00 $0.00 IRRIGATION CONTROLLER BOX Reason: Balancing Change Order 64 64 MOS $2,286.990 15.00 $34,304.85 3.00 $6,860.97 18.00 $41,165.82 FIELD OFFICE, B Reason: Balancing Change Order 66 66 LFT $95.840 1,431.00 $137,147.04 -64.30 -$6,162.51 1,366.70 $130,984.53 PIPE,TYPE 2, CIRCULAR, 36 IN. Reason: Balancing Change Order 67 67 LFT $4.350 18,429.00 $80,166.15 -3,235.30 -$14,073.55 15,193.70 $66,092.60 PIPE,TYPE 4, CIRCULAR, 6 IN. Reason: Balancing Change Order 68 68 LFT $8.000 54.00 $432.00 37.50 $300.00 91.50 $732.00 PIPE,TYPE 4, CIRCULAR, 8 IN. Reason: Balancing Change Order 69 69 LFT $39.450 4,208.00 $166,005.60 -28.70 -$1,132.21 4,179.30 $164,873.39 PIPE,TYPE 2, CIRCULAR, 12 IN. Reason: Balancing Change Order 70 70 LFT $50.950 428.00 $21,806.60 -79.40 -$4,045.43 348.60 $17,761.17 PIPE,TYPE 2, CIRCULAR, 15 IN. Reason: Balancing Change Order 71 71 LFT $46.370 1,097.00 $50,867.89 -90.50 -$4,196.48 1,006.50 $46,671.41 PIPE,TYPE 2, CIRCULAR, 18 IN. Reason: Balancing Change Order 72 72 LFT $55.180 299.00 $16,498.82 -96.60 -$5,330.39 202.40 $11,168.43 PIPE,TYPE 2, CIRCULAR, 21 IN. Reason: Balancing Change Order 73 73 LFT $60.930 669.00 $40,762.17 -74.90 -$4,563.66 594.10 $36,198.51 PIPE,TYPE 2, CIRCULAR, 24 IN. Reason: Balancing Change Order 74 74 LFT $123.090 40.00 $4,923.60 -17.00 -$2,092.53 23.00 $2,831.07 PIPE,TYPE 2, CIRCULAR, 27 IN. Reason: Balancing Change Order 75 75 LFT $75.600 195.00 $14,742.00 -17.50 -$1,323.00 177.50 $13,419.00 PIPE,TYPE 2, CIRCULAR, 30 IN. Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 5 of 11 08/14/2019 Reconstruction Line Nimbler Item Unit Uit hide current change Revised Quiaatity Aao■.t ramify Anaomit Quantity Anioat 76 76 LFT $130.200 355.00 $46,221.00 -14.50 -$1,887.90 340.50 $44,333.10 PIPE,TYPE 2, CIRCULAR, 42 IN. Reason: Balancing Change Order 77 77 LFT $151.850 1,590.00 $241,441.50 -121.90 -$18,510.51 1,468.10 $222,930.99 PIPE,TYPE 2, CIRCULAR, 48 IN. Reason: Balancing Change Order 77a 77a LET $80.300 21.00 $1,686.30 -5.70 -$457.71 15.30 $1,228.59 PIPE,TYPE 2, DEFORMED, MIN.AREA 3.3 SET Reason: Balancing Change Order 77b 77b LFT $107.600 546.00 $58,749.60 -39.50 -$4,250.20 506.50 $54,499.40 PIPE,TYPE 2, DEFORMED, MIN.AREA 5.1 SET Reason: Balancing Change Order 84 84 LFT $1.290 10,314.00 $13,305.06 236.67 $305.30 10,550.67 $13,610.36 VIDEO INSPECTION FOR PIPE Reason: Balancing Change Order 85 85 EACH $873.600 5.00 $4,368.00 3.00 $2,620.80 8.00 $6,988.80 PIPE END SECTION, DIAMETER 12 IN. Reason: Balancing Change Order 87 87 EACH $971.480 4.00 $3,885.92 -1.00 -$971.48 3.00 $2,914.44 PIPE END SECTION, DIAMETER 18 IN. Reason: Balancing Change Order 90 90 CYS $45.500 1,659.00 $75,484.50 -591.30 -$26,904.15 1,067.70 $48,580.35 AGGREGATE FOR UNDERDRAINS Reason: Balancing Change Order 91 91 SYS $1.150 16,587.00 $19,075.05 -2,991.80 -$3,440.57 13,595.20 $15,634.48 GEOTEXTILES FOR UNDERDRAIN Reason: Balancing Change Order 93 93 EACH $623.760 13.00 $8,108.88 -4.00 -$2,495.04 9.00 $5,613.84 CASTING,ADJUST TO GRADE Reason: Balancing Change Order 94 94 EACH $2,443.760 47.00 $114,856.72 -2.00 -$4,887.52 45.00 $109,969.20 INLET,J10 Reason: Balancing Change Order 97 97 EACH $2,847.340 26.00 $74,030.84 -2.00 -$5,694.68 24.00 $68,336.16 MANHOLE, C4 Reason: Balancing Change Order 100 100 EACH $5,140.480 14.00 $71,966.72 4.00 $20,561.92 18.00 $92,528.64 MANHOLE,J4 Reason: Balancing Change Order 101 101 EACH $2,617.760 41.00 $107,328.16 -1.00 -$2,617.76 40.00 $104,710.40 CATCH BASIN, M10 Reason: Balancing Change Order 104 104 EACH $297.000 3.00 $891.00 -1.00 -$297.00 2.00 $594.00 CONSTRUCTION SIGN, C Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 6 of 11 08/14/2019 Reconstruction Line Number Items Unit Unit hioe Calmat Change Revised Quantity Aaoent Qeaatity Amount Quantity Aaoeat 105 105 EACH $507.000 6.00 $3,042.00 13.00 $6,591.00 19.00 $9,633.00 ROAD CLOSURE SIGN ASSEMBLY Reason: Balancing Change Order 105a 105a LFT $0.670 6,000.00 $4,020.00 -5,343.50 -$3,580.14 656.50 $439.86 TEMPORARY PAVEMENT MARKING, 4IN Reason: Balancing Change Order 105b 105b LFT $1.050 2,600.00 $2,730.00 -2,600.00 -$2,730.00 0.00 $0.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, 4IN Reason: Balancing Change Order 106 106 EACH $152.000 22.00 $3,344.00 15.00 $2,280.00 37.00 $5,624.00 DETOUR ROUTE MARKER ASSEMBLY Reason: Balancing Change Order 107 107 EACH $249.000 14.00 $3,486.00 7.00 $1,743.00 21.00 $5,229.00 CONSTRUCTION SIGN,A Reason: Balancing Change Order 108 108 EACH $104.000 13.00 $1,352.00 3.00 $312.00 16.00 $1,664.00 CONSTRUCTION SIGN, B Reason: Balancing Change Order 110 110 LFT $30.000 264.00 $7,920.00 188.00 $5,640.00 452.00 $13,560.00 BARRICADE, III-B Reason: Balancing Change Order 112 112 EACH $25.000 33.00 $825.00 -33.00 -$825.00 0.00 $0.00 SIGN, SHEET,AND SUPPORTS, REMOVE Reason: Balancing Change Order 113 113 LFT $14.000 425.00 $5,950.00 21.50 $301.00 446.50 $6,251.00 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE Reason: Balancing Change Order 114 114 SFT $17.000 222.00 $3,774.00 16.75 $284.75 238.75 $4,058.75 SIGN, SHEET,WITH LEGEND, 0.080 IN. Reason: Balancing Change Order 115 115 SIT $19.000 189.00 $3,591.00 -72.00 -$1,368.00 117.00 $2,223.00 SIGN, SHEET,WITH LEGEND, 0.100 IN. Reason: Balancing Change Order 116 116 LIT $8.000 493.00 $3,944.00 205.00 $1,640.00 698.00 $5,584.00 CONDUIT, PVC, 2 IN. SCHEDULE 40 Reason: Balancing Change Order 117 117 LFT $12.000 162.00 $1,944.00 -24.00 -$288.00 138.00 $1,656.00 CONDUIT, HDPE, 2 IN. SCHEDULE 80 Reason: Balancing Change Order 119 119 EACH $975.000 31.00 $30,225.00 -4.00 -$3,900.00 27.00 $26,325.00 HANDHOLE, FOR INTERDUCT Reason: Balancing Change Order 120 120 LFT $5.000 9,502.00 $47,510.00 -889.00 -$4,445.00 8,613.00 $43,065.00 PVC SCHEDULE 40-4" Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 7 of 11 08/14/2019 Reconstruction Line Number It. Unft Unit Price Curet Change Revised Quantity Aaerat Quantity Amount Quantity Asset 121 121 LFT $9.000 9,502.00 $85,518.00 -1,331.00 -$11,979.00 8,171.00 $73,539.00 PVC SCHEDULE 40-4" INTERDUCT Reason: Balancing Change Order 122 122 LFT $7.000 205.00 $1,435.00 -205.00 -$1,435.00 0.00 $0.00 PVC SCHEDULE 80-4" Reason: Balancing Change Order 123 123 LFT $20.000 205.00 $4,100.00 -205.00 -$4,100.00 0.00 $0.00 PVC SCHEDULE 80-4" INTERDUCT Reason: Balancing Change Order 124 124 EACH $650.000 4.00 $2,600.00 -1.00 -$650.00 3.00 $1,950.00 HANDHOLE LIGHTING Reason: Balancing Change Order 126 126 LFT $8.000 162.00 $1,296.00 503.00 $4,024.00 665.00 $5,320.00 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, 4 1/C Reason: Balancing Change Order 127 127 LFT $8.000 493.00 $3,944.00 -493.00 -$3,944.00 0.00 $0.00 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 1/C Reason: Balancing Change Order 130 130 EACH $21.000 17.00 $357.00 5.00 $105.00 22.00 $462.00 MULTIPLE COMPRESSION FITTING,WATERPROOFED Reason: Balancing Change Order 131 131 EACH $15.000 28.00 $420.00 -14.00 -$210.00 14.00 $210.00 INSULATION LINK,WATERPROOFED Reason: Balancing Change Order 132 132 LFT $1.000 471.00 $471.00 -247.00 -$247.00 224.00 $224.00 WIRE,TW/THW, NO. 10 COPPER, STRANDED Reason: Balancing Change Order 133 133 LFT $5.650 928.00 $5,243.20 116.00 $655.40 1,044.00 $5,898.60 TRANSVERSE MARKING,THERMOPLASTIC, CROSSWALK LINE,WHITE, 24 IN. Reason: Balancing Change Order 134 134 LFT $1.950 592.00 $1,154.40 -432.00 -$842.40 160.00 $312.00 LINE,THERMOPLASTIC, BROKEN, WHITE, 4 IN. Reason: Balancing Change Order 135 135 LFT $0.730 2,399.00 $1,751.27 84.00 $61.32 2,483.00 $1,812.59 LINE,THERMOPLASTIC, SOLID,WHITE, 4 IN. Reason: Balancing Change Order 136 136 LFT $3.150 116.00 $365.40 12.00 $37.80 128.00 $403.20 LINE,THERMOPLASTIC, DOTTED,WHITE, 8 IN. Reason: Balancing Change Order 137 137 LFT $12.200 47.00 $573.40 42.00 $512.40 89.00 $1,085.80 TRANSVERSE MARKING,THERMOPLASTIC,YIELD LINE,WHITE, 36 IN. Reason: Balancing Change Order 138 138 LFT $0.730 3,724.00 $2,718.52 371.00 $270.83 4,095.00 $2,989.35 LINE,THERMOPLASTIC, SOLID,YELLOW, 4 IN. Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 8 of 11 08/14/2019 Reconstruction Use Number Item Unit Unit trice Clerent aim., Seliei Quantity Aae-_t Qna■tity Aimee t Quantity Aaaaarat 139 139 LFT $5.650 118.00 $666.70 -11.00 -$62.15 107.00 $604.55 TRANSVERSE MARKING,THERMOPLASTIC, STOP LINE,WHITE, 24 IN. Reason: Balancing Change Order 140 140 EACH $109.000 34.00 $3,706.00 10.00 $1,090.00 44.00 $4,796.00 PAVEMENT MESSAGE MARKING,THERMOPLASTIC LANE INDICATION ARROW Reason: Balancing Change Order 141 141 EACH $25.000 155.00 $3,875.00 -52.00 -$1,300.00 103.00 $2,575.00 SNOWPLOWABLE RAISED PAVEMENT MARKER Reason: Balancing Change Order 142 142 LFT $1.900 2,324.00 $4,415.60 -87.00 -$165.30 2,237.00 $4,250.30 LINE,THERMOPLASTIC, SOLID,YELLOW, 8 IN. Reason: Balancing Change Order 143 143 LFT $2.850 477.00 $1,359.45 -31.00 -$88.35 446.00 $1,271.10 LINE,THERMOPLASTIC, SOLID,YELLOW, 12 IN. Reason: Balancing Change Order 143a 143a LFT $109.720 1,520.00 $166,774.40 -322.00 -$35,329.84 1,198.00 $131,444.56 20" DUCTILE IRON WATER MAIN Reason: Balancing Change Order 143c 143c EACH $1,477.280 1.00 $1,477.28 -1.00 -$1,477.28 0.00 $0.00 8" GATE VALVE Reason: Balancing Change Order 143d 143d EACH $8,354.440 1.00 $8,354.44 2.00 $16,708.88 3.00 $25,063.32 20"X 8" STAINLESS TAPPING SADDLE AND VALVE Reason: Balancing Change Order 143e 143e EACH $5,599.000 1.00 $5,599.00 -1.00 -$5,599.00 0.00 $0.00 8"WATER MAIN LOWERING Reason: Balancing Change Order 143g 143g EACH $10,776.140 1.00 $10,776.14 -1.00 -$10,776.14 0.00 $0.00 16"WATER MAIN LOWERING Reason: Balancing Change Order 143h 143h EACH $13,814.760 6.00 $82,888.56 -4.00 -$55,259.04 2.00 $27,629.52 20"WATER MAIN LOWERING Reason: Balancing Change Order 1431 143i EACH $3,475.740 2.00 $6,951.48 -1.00 -$3,475.74 1.00 $3,475.74 8"WATER MAIN CONNECTION Reason: Balancing Change Order 143k 143k EACH $3,882.930 1.00 $3,882.93 -1.00 -$3,882.93 0.00 $0.00 LONG SIDE SERVICE Reason: Balancing Change Order 1431 1431 EACH $1,327.050 1.00 $1,327.05 -1.00 -$1,327.05 0.00 $0.00 METER PIT RELOCATION Reason: Balancing Change Order 143m 143m EACH $525.380 1.00 $525.38 -1.00 -$525.38 0.00 $0.00 BACKFLOW RELOCATION Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 9 of 11 08/14/2019 Reconstruction Lime Nmdler Item Unit Unit Nice Cat Change Revised Qeaetity Ainee=t Quantity Amount Quantity Ansrant 1430 143o EACH $4,476.550 17.00 $76,101.35 3.00 $13,429.65 20.00 $89,531.00 ADJUST VAVLE TO GRADE REMOVE &REPLACE HYDRANT&ADJUST TO GRADE Reason: Balancing Change Order 143q 143q EACH $626.300 3.00 $1,878.90 1.00 $626.30 4.00 $2,505.20 REMOVE AND RETIRE HYDRANT Reason: Balancing Change Order 143r 143r EACH $321.440 18.00 $5,785.92 -13.00 -$4,178.72 5.00 $1,607.20 ADJUST VALVE TO GRADE Reason: Balancing Change Order 143t 143t EACH $17,268.550 4.00 $69,074.20 -4.00 -$69,074.20 0.00 $0.00 LINE STOPS 20" (UNDISTRIBUTED) Reason: Balancing Change Order dd CO-EACH EACH $58,630.880 1.00 $58,630.88 -1.00 -$58,630.88 0.00 $0.00 Change Order"Each" Item Dorset Blvd. RAB Masonry Wall Item #143dd Reason: Balancing Change Order ff CO-CYS CYS $71.500 1,158.00 $82,797.00 -997.80 -$71,342.70 160.20 $11,454.30 Change Order"CYS" Item Planting Soil Backfill Item #143ff Reason: Balancing Change Order gg CO-EACH EACH $3,500.000 1.00 $3,500.00 -1.00 -$3,500.00 0.00 $0.00 Change Order"Each" Item Irrigation Service &Connections Item #143gg Reason: Balancing Change Order hh CO-LFT LFT $60.500 100.00 $6,050.00 -100.00 -$6,050.00 0.00 $0.00 Change Order"LFT" Item Irrigation Boring &Jacking Item #143 hh Reason: Balancing Change Order nn CO-EACH EACH $1,641.880 1.00 $1,641.88 -1.00 -$1,641.88 0.00 $0.00 Change Order"Each" Item Dorset Blvd. RAB Wall Lighting Item #143nn Reason: Balancing Change Order 0o CO-EACH EACH $429.000 78.00 $33,462.00 -6.00 -$2,574.00 72.00 $30,888.00 Change Order"Each" Item Street Trees Item #143oo Reason: Balancing Change Order pp CO-EACH EACH $330.000 104.00 $34,320.00 1.00 $330.00 105.00 $34,650.00 Change Order"Each" Item Ornamental Trees Item #143pp Reason: Balancing Change Order qq CO-EACH EACH $253.000 53.00 $13,409.00 -12.00 -$3,036.00 41.00 $10,373.00 Change Order"Each" Item Evergreen Trees Item #143qq Reason: Balancing Change Order rr CO-EACH EACH $44.000 798.00 $35,112.00 56.00 $2,464.00 854.00 $37,576.00 Change Order"Each" Item Shrubs Item #143rr Reason: Balancing Change Order ss CO-EACH EACH $33.000 269.00 $8,877.00 -92.00 -$3,036.00 177.00 $5,841.00 Change Order"Each" Item Ornamental Grasses Item #143ss Reason: Balancing Change Order tt CO-EACH EACH $13.200 5,653.00 $74,619.60 -1,255.00 -$16,566.00 4,398.00 $58,053.60 Change Order"Each" Item Perennials Item #143tt Reason: Balancing Change Order Change Order Details: Spring Mill Road Page 10 of 11 08/14/2019 Reconstruction Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount uu CO-EACH EACH $13.200 1,954.00 $25,792.80 -1,090.00 -$14,388.00 864.00 $11,404.80 Change Order"Each" Item Sedge, Plants Item #143uu Reason: Balancing Change Order vv CO-CYS CYS $82.500 222.00 $18,315.00 65.00 $5,362.50 287.00 $23,677.50 Change Order"CYS" Item Hardwood, Mulch Item #143vv Reason: Balancing Change Order (143 Items) Metals 2%977.35 -$4ifi i44.41 $5,810,127.94 Attachments Name 16-ENG-52 Invoice_26.pdf SMR 16 ENG 52 Estimate 26.pdf (2 Attachments) Change Order Details: Spring Mill Road Page 11 of 11 08/14/2019 Reconstruction