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E&B Paving, Inc/Eng/CO #15/17,713.44/136th & Carey Road RAB – Project #16-ENG-26
CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 15 E&B Paving, Inc. DATE: May 28, 2018 17042 Middletown Ave. PROJECT NAME: 136th & Carey RAB Noblesville, IN 46060 CITY REQ. NO.: 16 -ENG -26 CITY PO NO.: CITY PO DATE: �o I. You are directed to make the following changes in this Contract: ° Overrun contract amount due to additional items and work within the contract. Exhibits A and B are attached for reference. SCHEDULED ADJUSTMENT ITEM AMOUNT (+) OR (-) DAYS EW Item #113 Item overrun $17,713.44 1 Each $17,713.44 0 Days II. 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.: N/A Other: Attached itemized statement of quantities. The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order S 857,965.2 Contract Price will be increased/decreased by this Change Order $ 17,713.44 New Contract Price including this Change Order $ 875,678.67 Contract Time Prior to this Change Order 45 Days Open to Traffic Net increased/decreased resulting from this Change Order 0 Days Current Contract Time including this Change Order 45 Days Open to Traffic 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 The Above Changes Are Approved: Recommended American Structurepoint, Inc. ENGINEER 7260 Shadeland Station Address Indianapolis, IN 46256 City/S ip B Phone: 317-547-5580 Date: (o 1711 k Accepted: E&B Paving, Inc. CONTRACTOR 17042 Middletown Ave. Address Noblesvipp, IN 46060 BYy/St�7P fYrYr pt�CK.,,�+✓�/ Phone: 317-773-4132 Date: `" S-- /6 AJames1Brai Hard, Mayor Mary T t'1 ur a ber Lo ' W n, Member ATT -EST: s■ °■ STRUCTUREPOINT American Structurepoint, Inc. ■ Item Overruns 136th St. / Hawthorne Dr. & Carey RAB's Description: Part la: 136th Street and Carey Road Intersection Reconstruction to a Single Lane Roundabout. Part lb: 136th Street and Keystone Parkway Signal Metering Installation. Part lc: Landscaping at 136th Street and Carey Road Roundabout. Part 2a: Carey Road and Hawthorne Drive Intersection Reconstruction to a Single Lane Roundabout. Part 2b: Landscaping at Carey Road and Hawthorne Drive Roundabout. Location: Carmel, Indiana Authorized Project Amount: $1,544,637.96 Prime Contractor: E&B Paving Line Number Item Number Unit Original Change Order Authorized (Placed) Quantity Quantity Quantity Section: 1 - Default Section 3.00- 150.00% $625.00 0010 1 LS 1.00 0.00 1.00 CONSTRUCTION ENGINEERING $0.00 1.00 • 100.00% 0020 2 EACH 2.00 0.00 2.00 INSPECTION HOLE, GREATER THAN 3 FT (UNDISTRIBUTED) 0030 3 EACH 2.00 0.00 2.00 INSPECTION HOLE, 3 FT DEPTH OR LESS (UNDISTRIBUTED) 0040 4 LS 1.00 0.00 1.00 MOBILIZATION AND DEMOBILIZATION 0050 5 LS 1.00 0.00 1.00 CLEARING RIGHT OF WAY 0060 6 LS 1.00 0.00 1.00 HOUSES AND BUILDINGS, REMOVE Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 1 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 1.00 100.00% $0.00 3.00- 150.00% $625.00 3.00. 150.00% $300.00 1.00. 100.00% $0.00 1.00 • 100.00% $0.00 1.00 • 100.00% $0.00 05/28/2018 Line Number Item Number Unit Original Change Order Authorized Authorized Amount 1,761.20 Quantity Quantity Quantity 0070 7 CYS 1,555.00 0.00 1,555.00 EXCAVATION, COMMON 100.43% $6.00 1.00 100.00% 0080 8 EACH 14.00 0.00 14.00 TEMPORARY INLET PROTECTION $0.00 1.00 100.00% $0.00 0090 9 TON 3.00 0.00 3.00 TEMPORARY MULCH 1.00 100.00% $0.00 1.00 0100 10 LFT 470.00 0.00 470.00 TEMPORARY SILT FENCE 100.00% $0.00 1.00 100.00% 102 202-04890 EACH 0.00 1.00 1.00 WELL 103 715-09977 EACH 0.00 1.00 1.00 PUMP 104 720-96999 EACH 0.00 2.00 2.00 FIRE HYDRANT ASSEMBLY 105 716-01382 EACH 0.00 1.00 1.00 AIR RELEASE VALVE 106 203-08607 LFT 0.00 1.00 1.00 LINEAR GRADING 107 215-07043 SYS 0.00 2,783.00 2,783.00 CHEMICAL MODIFICATION, SOILS 108 715-91742 EACH 0.00 1.00 1.00 WATER METER, RELOCATE 109 615-01469 EACH 0.00 1.00 1.00 MONUMENT, SECTION CORNER, INSTALL 0110 11 TON 100.00 0.00 100.00 NO 2 STONE 110 201-52370 LS $0.00 $15,605.00 $15,605.00 CLEARING RIGHT OF WAY 111 805-06483 EACH 0.00 1.00 1.00 CONTROLLER 0120 12 SYS 235.00 0.00 235.00 TEMPORARY GEOTEXTILE Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 2 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 1,761.20 113.26% $10,103.80 2.00 14.29% -$1,020.00 1.13 , 37.67% -$1,870.00 472.00. 100.43% $6.00 1.00 100.00% $0.00 1.00 100.00% $0.00 2.00 100.00% $0.00 1.00 100.00% $0.00 1.00 100.00% $0.00 2,783.00 100.00% $0.00 1.00 100.00% $0.00 1.00 100.00% $0.00 100.00 100.00% $0.00 1.00. 100.00% $0.00 1.00 100.00% $0.00 0.00 - 0.00% -$705.00 05/28/2018 Item Overruns: 136th St. / Hawthorne Dr. Scamp; Carey RAB's Page 3 of 16 Quantity Placed Percent Used Original Change Order Authorized Line Number Item Number Unit Quantity Quantity Quantity 0130 13 LBS 130.00 0.00 130.00 TEMPORARY SEED MIXTURE 104.54% $182.88 173.60 67.55% 0140 14 SYS 2,783.00 0.00 2,783.00 SUBGRADE TREATMENT, TYPE IB or 1C $16.00 33.60. 90.81% -$340.00 0150 15 CYS 147.00 0.00 147.00 STRUCTURAL BACKFILL, TYPE 1 427.80, 77.22% -$7,572.00 735.66 0160 16 CYS 84.00 0.00 84.00 STRUCTURAL BACKFILL, TYPE 3 16.84% -$48.90 0.00 0.00% 0170 17 TON 257.00 0.00 257.00 COMPACTED AGGREGATE, NO. 53 0180 18 SYS 10.00 0.00 10.00 WIDENING WITH PCC BASE, 6 IN 0190 19 SYS 321.00 0.00 321.00 MILLING, ASPHALT, 1 1/2 IN 0200 20 TON 37.00 0.00 37.00 HMA, SURFACE, TYPE B, 9.5 mm 0210 21 TON 158.00 0.00 158.00 HMA, SURFACE, TYPE C, 9.5 mm 0220 22 TON 31.00 0.00 31.00 HMA, INTERMEDIATE, TYPE B, 19.0 mm 0230 23 TON 554.00 0.00 554.00 HMA, INTERMEDIATE, TYPE C, 19.0 mm 0240 24 TON 720.00 0.00 720.00 HMA, BASE, TYPE C, 25.0 mm 0250 25 LFT 436.00 0.00 436.00 JOINT ADHESIVE, SURFACE 0260 26 LFT 392.00 0.00 392.00 JOINT ADHESIVE, INTERMEDIATE 0270 27 LFT 436.00 0.00 436.00 LIQUID ASPHALT SEALANT 0280 28 TON 4.00 0.00 4.00 ASPHALT FOR TACK COAT Item Overruns: 136th St. / Hawthorne Dr. Scamp; Carey RAB's Page 3 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 0.00 0.00% -$520.00 2,843.00 102.16% $1,530.00 140.42 95.52% -$315.84 87.81 104.54% $182.88 173.60 67.55% -$2,668.80 0.00 0.00% -$600.00 322.60 100.50% $16.00 33.60. 90.81% -$340.00 169.50 • 107.28% $1,299.50 35.30- 113.87% $387.00 427.80, 77.22% -$7,572.00 735.66 102.17% $939.60 280.00 64.22% -$15.60 66.00 16.84% -$48.90 0.00 0.00% -$87.20 4.00 100.00% $0.00 05/28/2018 Original Change Order Authorized Quantity Placed Percent Used Over/Under Line Number Item Number Unit Quantity Quantity Quantity to Date (Placed) Authorized Amount 0290 29 SYS 361.00 0.00 361.00 388.65 107.66% $1,659.00 DECORATIVE CONCRETE PAVEMENT, TRUCK APRON, 7 IN 0300 30 SYS 8.00 0.00 8.00 253.90 3,173.75% $10,327.80 SIDEWALK, CONCRETE, 4 IN 0310 31 SYS 24.00 0.00 24.00 23.00 95.83% -$140.00 CURB RAMP, CONCRETE 0320 32 SYS 5.00 0.00 5.00 9.50 190.00% $405.00 DETECTABLE WARNING SURFACES 0330 33 LFT 58.00 0.00 58.00 67.00 115.52% $2,772.00 HAND RAIL, PEDESTRIAN 0340 34 LFT 108.00 0.00 108.00 105.00 97.22% -$105.00 STRAIGHT CONCRETE CURB 0350 35 LFT 15.00 0.00 15.00 15.00 100.00% $0.00 CENTER CURB, TYPE D, CONCRETE 0360 36 LFT 975.00 0.00 975.00 962.00 • 98.67% -$234.00 CURB AND GUTTER CONCRETE TYPE II 0370 37 LFT 607.00 0.00 607.00 558.00 91.93% -$1,176.00 MODIFIED ROLL CURB 0380 38 SYS 104.00 0.00 104.00 86.00 • 82.69% -$774.00 PCCP FOR APPROACHES, 6 IN 0390 39 EACH 1.00 0.00 1.00 1.00 100.00% $0.00 MAILBOX ASSEMBLY, SINGLE, RESET 0400 40 SYS 16.00 0.00 16.00 16.00, 100.00% $0.00 GEOTEXTILES 0410 41 TON 8.00 0.00 8.00 33.20 - 415.00% $2,016.00 RIPRAP, REVETMENT 0420 42 EACH 2.00 0.00 2.00 0.00 , 0.00% -$500.00 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 0430 43 CYS 163.00 0.00 163.00 47.00. 28.83% -$5,800.00 TOPSOIL 0440 44 SYS 1,953.00 0.00 1,953.00 2,456.00 125.76% $1,634.75 SODDING, NURSERY Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 4 of 16 05/28/2018 Line Number Item Number Unit Original Change Order Authorized Authorized Amount 1.00. Quantity Quantity Quantity 0450 45 EACH 1.00 0.00 1.00 IRRIGATION CONTROLLER BOX 59.38% -$325.00 491.00- 98.00% 0460 46 MOS 4.00 0.00 4.00 FIELD OFFICE, B $0.00 1.00 • 100.00% $0.00 0470 47 EACH 1.00 0.00 1.00 PIPE END SECTION, PRECAST CONCRETE, 15 IN 2.00 100.00% $0.00 0480 48 LFT 16.00 0.00 16.00 PIPE, CLASS III RCP, CIRCULAR 15 IN 3.00. 100.00% $0.00 15.00 _ 0490 49 LFT 501.00 0.00 501.00 PIPE, CLASS III RCP, CIRCULAR 12 IN 0500 50 EACH 1.00 0.00 1.00 CONCRETE ANCHOR, 12 IN 0510 51 EACH 1.00 0.00 1.00 MANHOLE, J10 0520 52 EACH 1.00 0.00 1.00 STORMWATER BMP, 15 0530 53 EACH 1.00 0.00 1.00 INLET, A2 0540 54 EACH 4.00 0.00 4.00 INLET, J10 0550 55 EACH 2.00 0.00 2.00 INLET, M10 0560 56 EACH 1.00 0.00 1.00 MANHOLE, C4 0570 57 EACH 1.00 0.00 1.00 MANHOLE, C2 0580 58 EACH 3.00 0.00 3.00 MANHOLE, C10 0590 59 CYS 15.00 0.00 15.00 AGGREGATE FOR DRAINAGE FILL 0600 60 SFT 383.00 0.00 383.00 MODULAR BLOCK WALL ERECTION Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 5 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 1.00. 100.00% $0.00 0.00 0.00% -$8,400.00 1.00 100.00% $0.00 9.50 59.38% -$325.00 491.00- 98.00% -$360.00 1.00 - 100.00% $0.00 1.00 • 100.00% $0.00 1.00 • 100.00% $0.00 1.00 - 100.00% $0.00 4.00 100.00% $0.00 2.00 100.00% $0.00 1.00 • 100.00% $0.00 1.00 - 100.00% $0.00 3.00. 100.00% $0.00 15.00 _ 100.00% $0.00 383.00 100.00% $0.00 05/28/2018 Line Number Item Number Unit Original Change Order Authorized Authorized Amount 383.00 Quantity Quantity Quantity 0610 61 SFT 383.00 0.00 383.00 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT 100.00% $0.00 0620 62 EACH 2.00 0.00 2.00 CONSTRUCTION SIGN, C 46.00 139.39% $1,365.00 1.00 0630 63 EACH 10.00 0.00 10.00 ROAD CLOSURE SIGN ASSEMBLY 133.33% $264.00 3.00 100.00% 0640 64 EACH 1.00 0.00 1.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE ROUTES 10.00 83.33% 0650 65 EACH 31.00 0.00 31.00 DETOUR ROUTE MARKER ASSEMBLY -$318.00 0660 66 EACH 7.00 0.00 7.00 CONSTRUCTION SIGN, A 0670 67 EACH 33.00 0.00 33.00 CONSTRUCTION SIGN, B 0680 68 LS 1.00 0.00 1.00 MAINTAINING TRAFFIC 0690 69 LFT 168.00 0.00 168.00 BARRICADE, III -A 0700 70 LFT 72.00 0.00 72.00 BARRICADE, III -B 0710 71 EACH 3.00 0.00 3.00 DECORATIVE STREET SIGN ASSEMBLY, DIRECTIONAL, INSTALLED 0720 72 LFT 151.00 0.00 151.00 SIGN POST, SQUARE, TYPE 2, REINFORCED ANCHOR BASE 0730 73 SFT 83.00 0.00 83.00 SIGN, SHEET, WITH LEGEND 0.080" 0740 74 SFT 12.00 0.00 12.00 SIGN, SHEET, WITH LEGEND 0.100 IN 0750 75 EACH 1.00 0.00 1.00 TRAFFIC SIGNAL AND EQUIPMENT, REMOVE AND SALVAGE 0760 76 LFT 92.00 0.00 92.00 CONDUIT, STEEL, GALVANIZED, 2 IN Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 6 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 383.00 100.00% $0.00 2.00 100.00% $0.00 11.00 110.00% $170.00 1.00 100.00% $0.00 31.00 100.00% $0.00 7.00. 100.00% $0.00 46.00 139.39% $1,365.00 1.00 100,00% $0.00 168.00. 100.00% $0.00 96.00 133.33% $264.00 3.00 100.00% $0.00 146.00 96.69% -$95.00 83.00 100.00% $0.00 10.00 83.33% -$38.00 1.00 100.00% $0.00 80.00 86.96% -$318.00 05/28/2018 Line Number Item Number Unit Original Change Order Authorized to Date Quantity Quantity Quantity 0770 77 LFT 136.00 0.00 136.00 CONDUIT, PVC, 4 IN, SCHEDULE 80 $5,530.00 6.00 300.00% 0780 78 LFT 136.00 0.00 136.00 CONDUIT, PVC, 4 IN., SCHEDULE 80 WITH 3-1.25 IN INNERDUCTS 100.00% $0.00 0790 79 EACH 2.00 0.00 2.00 HANDHOLE, LIGHTING $0.00 412.00 69.83% 0800 80 EACH 4.00 0.00 4.00 LUMINAIRE, LED, 152 WATT 125.00% $39.60 12.00. 0810 81 EACH 4.00 0.00 4.00 LIGHTING FOUNDATION, CONCRETE, WITH GROUNDING, 30 IN X 96 IN 8.00 100.00% 0820 82 EACH 4.00 0.00 4.00 LIGHT POLE, 30 FT E.M.H., 8 FT MAST ARM, DECO WRAP BASE 14.76% -$1,817.40 0830 83 EACH 1.00 0.00 1.00 SERVICE POINT, I1 0840 84 LFT 590.00 0.00 590.00 CABLE, POLE CIRCUIT THWN, NO 10 COPPER, STRANDED, 1/C 0850 85 EACH 4.00 0.00 4.00 CONNECTOR KIT, UNFUSED 0860 86 EACH 4.00 0.00 4.00 CONNECTOR KIT, FUSED 0870 87 EACH 10.00 0.00 10.00 MULTIPLE COMPRESSION FITTING, NON -WATERPROOFED 0880 88 EACH 11.00 0.00 11.00 INSULATION LINK, NON- WATERPROOFED 0890 89 EACH 8.00 0.00 8.00 INSULATION LINK, WATERPROOFED 0900 90 EACH 4.00 0.00 4.00 CABLE -DUCT MARKER 0910 91 LFT 3,280.00 0.00 3,280.00 WIRE, NO 10 COPPER, 1/C 0920 92 LFT 70.00 0.00 70.00 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, WHITE 24 IN Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 7 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 441.00 324.26% $6,344.00 294.00 216.18% $5,530.00 6.00 300.00% $2,980.00 4.00 100.00% $0.00 4.00- 100.00% $0.00 4.00 100.00% $0.00 1.00 100.00% $0.00 412.00 69.83% -$115.70 5.00 125.00% $36.90 5.00 125.00% $39.60 12.00. 120.00% $22.40 4.00 36.36% -$60.20 8.00 100.00% $0.00 0.00 • 0.00% -$736.00 484.00 14.76% -$1,817.40 90.00 128.57% $200.00 05/28/2018 Line Number Item Number Unit Original Change Order Authorized to Date Quantity Quantity Quantity 0930 93 LFT 156.00 0.00 156.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN 48.00 97.96% -$6.00 0940 94 LFT 48.00 0.00 48.00 TRANSVERSE MARKING, THERMOPLASTIC, YIELD, WHITE, 24 IN (SHARKS TEETH) $80.00 0950 95 LFT 49.00 0.00 49.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 8 IN (2 FT LINE, 2 FT GAP) 2.00 100.00% 0960 96 LFT 904.00 0.00 904.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN 100.00% $0.00 1.00 0970 97 EACH 15.00 0.00 15.00 SNOWPLOWABLE RAISED PAVEMENT MARKER 1.00 100.00% $0.00 0980 98 LFT 251.00 0.00 251.00 2 1N. HDPE SDR 11 FORCE MAIN $0.00 5.00 250.00% 0990 99 EACH 2.00 0.00 2.00 2 IN. CONNECTION FORCE MAIN 1000 100 EACH 2.00 0.00 2.00 HYDRANT ASSEMBLY REMOVE/REPLACE AND ADJUST TO GRADE 1010 101 EACH 3.00 0.00 3.00 ADJUST VALVE TO GRADE 1020 1001 LS 1.00 0.00 1.00 MOBILIZATION AND DEMOBILIZATION 1030 1002 EACH 1.00 0.00 1.00 ANCHOR PLATE FOR SIGN MOUTING TO TRAFFIC BARRIER, DRILL AND EPDXY 1040 1003 LS 1.00 0.00 1.00 CONTROLLER, RESET TIMING 1050 1004 LS 1.00 0.00 1.00 MAINTAINING TRAFFIC 1060 1005 LFT 70.00 0.00 70.00 SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE 1070 1006 SFT 20.00 0.00 20.00 SIGN, SHEET, WITH LEGEND 0.080" 1080 1007 EACH 2.00 0.00 2.00 HANDHOLE, SIGNAL, TYPE 1 Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 8 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 140.00. 89.74% -$21.60 30.00 62.50% -$468.00 48.00 97.96% -$6.00 1,133.00 , 125.33% $309.15 17,00. 113.33% $80.00 246.00 98.01% -$190.00 2.00 100.00% $0.00 2.00 100.00% $0.00 1.00 33.33% -$170.00 1.00. 100.00% $0.00 1.00 100.00% $0.00 1.00 100.00% $0.00 1.00 100.00% $0.00 70.00 100.00% $0.00 20.00 100.00% $0.00 5.00 250.00% $4,716.00 05/28/2018 Line Number Item Number Unit Original Change Order Authorized Quantity Placed Percent Used Over/Under Quantity Quantity Quantity to Date (Placed) Authorized Amount 1090 1008 LFT 140.00 0.00 140.00 380.00 271.43% $6,360.00 CONDUIT, STEEL, GALVANIZED, 2 IN 1100 1009 EACH 1.00 0.00 1.00 1.00 100.00% $0.00 SIGNAL PEDESTAL FOUNDATION, A 1110 1010 EACH 1.00 0.00 1.00 1.00 100.00% $0.00 SIGNAL POLE, PEDESTAL, 4FT 1120 1011 EACH 4.00 0.00 4.00 4.00 100.00% $0.00 SIGNAL POLE, PEDESTAL, 15 FT 1130 1012 EACH 1.00 0.00 1.00 1.00 100.00% $0.00 RECEIVER PROCESSOR 1140 1013 EACH 12.00 0.00 12.00 12.00 100.00% $0.00 WIRELESS MAGNETOMETER DETECTOR 1150 1014 EACH 2.00 0.00 2.00 2.00 100.00% $0.00 WIRELESS REPEATER 1160 1015 EACH 4.00 0.00 4.00 4.00 100.00% $0.00 TRAFFIC SIGNAL HEAD, 3 SECTION, 12 IN, LED (RED, RED, AMBER) 1170 1016 EACH 1.00 0.00 1.00 1.00 100.00% $0.00 SIGNAL SERVICE 1180 1017 LFT 15.00 0.00 15.00 15.00 100.00% $0.00 SIGNAL CABLE, SERVICE, COPPER. 3C/8GA 1190 1018 LFT 314.00 0.00 314.00 367.00, 116.88% $111.30 SIGNAL CABLE, CONTROL, COPPER 7C/14GA 1200 1019 EACH 1.00 0.00 1.00 1.00 100.00% $0.00 CONTROLLER CABINET FOUNDATION, Pl 1210 1020 EACH 4.00 0.00 4.00 4.00. 100.00% $0.00 LIGHTING FOUNDATION, CONCRETE, WITH GROUND, 30 IN X 30 IN X 96 IN 1220 1021 LFT 36.00 0.00 36.00 0.00 0.00% -$1,800.00 TRANSVERSE MARKING MULTI- COMPONENT, STOP LINE, 24" 1230 1022 TON 45.00 0.00 45.00 0.00 0.00% -$5,625.00 HMA PATCHING, TYPE D (UNDISTRIBUTED) 1240 1100 EACH 16.00 0.00 16.00 16.00- 100.00% $0.00 EVERGREEN SHRUB, NO. 3 CONTAINER Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 9 of 16 05/28/2018 Line Number Item Number Unit Original Change Order Authorized Authorized Amount 15.00 Quantity Quantity Quantity 1250 1101 EACH 15.00 0.00 15.00 DECIDIOUS SHRUB, NO. 3 CONTAINER 100.00% $0.00 45.00 100.00% 1260 1102 EACH 48.00 0.00 48.00 ORNAMENTAL GRASS, NO 1 CONTAINER $0.00 14.00 100.00% 1270 1103 EACH 129.00 0.00 129.00 PERENNIAL, PLUG CONTAINER $0.00 1280 1104 LS 1.00 0.00 1.00 IRRIGATION SYSTEM 1290 1105 LFT 45.00 0.00 45.00 MASONRY WALL 1300 1106 SYS 101.00 0.00 101.00 DECORATIVE CONCRETE 1310 1108 SYS 0.00 0.00 0.00 SODDING, NURSERY 1320 1109 EACH 14.00 0.00 14.00 DECIDIOUS SHRUB, NO. 1 CONTAINER 1330 1110 CYS 8.00 0.00 8.00 HARDWOOD MULCH 1340 1111 CYS 31.00 0.00 31.00 TREE AND SHRUBS SOIL MIX Item Overruns: 136th St. / Hawthorne Dr. & Carey RAB's Page 10 of 16 Quantity Placed Percent Used Over/Under to Date (Placed) Authorized Amount 15.00 100.00% $0.00 49.00 102.08% $18.00 129.00 100.00% $0.00 1.00 100.00% $0.00 45.00 100.00% $0.00 101.00 100.00% $0.00 0.00. 0.00% $0.00 14.00 100.00% $0.00 8.00 100.00% $0.00 31.00 100.00% $0.00 05/28/2018 Overrun I Amount ITotal 1.00 $625.00_ $625.00 1.00 $300.00 $300.00 206.20 $49.00 _ $10,103.80 2.00 $3.00 $6.00 60.00 $25.50 $1,530.00 3.81 $48.00 $182.88 1.60 $10.00 $16.00 11.50 $113.00 $1,299.50 4.30 $90.00 $387.00 15.66 $60.00 $939.60 27.65 $60.00 $1,659.00 245.90 $42.00 $10,327.80 4.50 $90.00 $405.00 9.00 $308.00 $2,772.00 25.20 $80.00 $2,016.00 503.00 $3.25 $1,634.75 1.00 $170.00 $170.00 13.00 $105.00 $1,365.00 24.00 $11.00 $264.00 305.00 $20.80 $6,344.00 158.00 $35.00 $5,530.00 4.00 $745.00 $2,980.00 1.00 $36.90 $36.90 1.00 $39.60 $39.60 2.00 $11.20 $22.40 20.00 $10.00 $200.00 229.00 $1.35 $309.15 2.00 $40.00 $80.00 3.00 $1,572.00 $4,716.00 240.00 $26.50 $6,360.00 53.00 $2.10 $111.30 1.00 $18.00 $18.00 562.750.68 Total Punderrunj Amount ITotal 12.00 $85.00 $1,020.00 1.87 $1,000.00 $1,870.00 235.00 $3.00 $705.00 130.00 $4.00 $520.00 6.58 $48.00 $315.84 83.40 $32.00 $2,668.80 10.00 $60.00 $600.00 3.40 $100.00 $340.00 126.20 $60.00 $7,572.00 156.00 $0.10 $15.60 326.00 $0.15 $48.90 436.00 $0.20 $87.20 1.00 $140.00 $140.00 3.00 $35.00 $105.00 13.00 $18.00 $234.00 49.00 $24.00 $1,176.00 18.00 $43.00 $774.00 2.00 $250.00 $500.00 116.00 $50.00 $5,800.00 4.00 $2,100.00 $8,400.00 6.50 $50.00 $325.00 10.00 $36.00 $360.00 5.00 $19.00 $95.00 2.00 $19.00 $38.00 12.00 $26.50 $318.00 178.00 $0.65 $115.70 7.00 $8.60 $60.20 4.00 $184.00 $736.00 2,796.00 $0.65 $1,817.40 16.00 $1.35 $21.60 18.00 $26.00 $468.00 1.00 $6.00 $6.00 5.00 $38.00 $190.00 2.00 $85.00 $170.00 36.00 $50.00 $1,800.00 45.00 $125.00 1 $5,625.00 17 712 44 Difference 545,038.24 Total Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 06/08/18 Re: C.O. #15136th & Carey RAB Project #16 -ENG -26 Doug, please find attached 2 originals of same change order for project #16 -ENG -26 136th and Carey Road RAB. Please review & initial for the next BPW Meeting. Change Order #15 - Project of 136th & $875,678.67 Thank you, Lisa Scott 0 Page 1 Original Contract Amount: $1,471,824.33 (Total Contract Amount for the combined Carey and Carey & Hawthorne RABS) Increase: $17,713.44 New Contract Amount: