Contract ID,Prime Vendor,Estimate Number,Project Number,SMPCN,Category,Project Line Number,Item Description,Bid Item Number,Proposal Number,Unit,Place Quantity,VN_PL,Date Paid,Unit Price,Location,Location Sequence,From Station,To Station,Item-Contractor,MMYY,Inspector 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0050,PORTABLE CHANGEABLE MESSAGE SIGN ,02671 ,0100,EACH,2.00 , 00890 , 06/17/2019,1920.88 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0095,PRE-DRILLING FOR PILES ,08039 ,0180 ,LF ,40.00 , 03139 , 06/17/2019,330.96 ,"127 side" ,1 ,0 +0.000 ,o +0.000 ,MCKINNEY DRILLING COMPANY LLC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0045,MAINTAIN & CONTROL TRAFFIC ,02650 ,0090,LS ,0.50 , 00890 , 06/17/2019,9856.10 ,"1552" ,1 ,0 +0.000 ,ol +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0100,PILES-STEEL HP12X53 ,08046 ,0190 ,LF ,54.85 , 00890 , 06/20/2019,127.47 ,"end bent 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0105,PILE POINTS-12 IN ,08094 ,0200 ,EACH ,5.00 , 00890 , 06/20/2019,132.93 ,"1552 end bant 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0090,TEST PILES ,08033 ,0170 ,LF ,12.00 , 00890 , 06/20/2019,152.05 ,"end bent 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0065,EROSION CONTROL ,21415ND ,0260 ,LS ,0.25 , 00890 , 06/20/2019,4735.34 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0120,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0230,LB ,2000.00 , 00890 , 06/25/2019,1.41 ,"end bent 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0110,CONCRETE-CLASS A (REVISED: 3-13-19),08100 ,0210,CUYD,17.37 , 00890 , 06/25/2019,1440.00 ,"end bent 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0055,STAKING ,02726 ,0110 ,LS ,0.50 , 00890 , 06/25/2019,2398.78 ,"1552 bridge" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0060,REMOVE STRUCTURE ,02731 ,0120 ,LS ,0.50 , 00890 , 06/26/2019,29729.00 ,"sta 6" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0040,CLEARING AND GRUBBING Less than 1 acre,02545 ,0080,LS ,1.00, 00890 , 06/27/2019,2974.79 ,"1551" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0060,REMOVE STRUCTURE ,02731 ,0120 ,LS ,0.25 , 00890 , 06/28/2019,29729.00 ,"1552" ,1 ,0 +0.000 ,00 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0105,PILE POINTS-12 IN ,08094 ,0200 ,EACH ,5.00 , 00890 , 06/28/2019,132.93 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0100,PILES-STEEL HP12X53 ,08046 ,0190 ,LF ,48.67 , 00890 , 06/28/2019,127.47 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0003 , 121GR19D069-STP ,BR02315521977,0001,0090,TEST PILES ,08033 ,0170 ,LF ,17.00 , 00890 , 06/28/2019,152.05 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0120,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0230,LB ,2000.00 , 00890 , 07/01/2019,1.41 ,"end bent 1" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0060,REMOVE STRUCTURE ,02731 ,0120 ,LS ,0.25 , 00890 , 07/01/2019,29729.00 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0110,CONCRETE-CLASS A (REVISED: 3-13-19),08100 ,0210,CUYD,17.37 , 00890 , 07/01/2019,1440.00 ,"end bent 1" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0085,CYCLOPEAN STONE RIP RAP ,08019 ,0160,TON ,76.70 , 00890 , 07/03/2019,50.99 ,"end bent 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0135,CONCRETE COATING Approximately 131 SF,24982EC ,0270,LS ,0.50 , 00890 , 07/04/2019,8436.45 ,"end bent 1 and 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0085,CYCLOPEAN STONE RIP RAP ,08019 ,0160,TON ,50.51 , 00890 , 07/10/2019,50.99 ,"end bent 1" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0080,FOUNDATION PREPARATION ,08003 ,0150 ,LS ,0.25 , 00890 , 07/10/2019,21025.13 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0004 , 121GR19D069-STP ,BR02315521977,0001,0080,FOUNDATION PREPARATION ,08003 ,0150 ,LS ,0.25 , 00890 , 07/12/2019,21025.13 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0005 , 121GR19D069-STP ,BR02315521977,0001,0125,PRECAST PC BOX BEAM CB17-48 ,08662 ,0240,LF ,332.50 , 00890 , 07/24/2019,250.65 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0115,CONCRETE-CLASS AA ,08104 ,0220 ,CUYD ,20.50 , 00890 , 07/27/2019,1440.00 ,"1552" ,1 ,0cl +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0075,ARMORED EDGE FOR CONCRETE ,03299 ,0130,LF ,56.00 , 00890 , 07/27/2019,77.85 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0120,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0230,LB ,2779.00 , 00890 , 07/27/2019,1.41 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0115,CONCRETE-CLASS AA ,08104 ,0220 ,CUYD ,5.80 , 00890 , 07/29/2019,1440.00 ,"wing wallls" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0085,CYCLOPEAN STONE RIP RAP ,08019 ,0160,TON ,49.65 , 00890 , 07/31/2019,50.99 ,"end bent 2" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,07/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0055,STAKING ,02726 ,0110 ,LS ,0.50 , 00890 , 08/01/2019,2398.78 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0080,FOUNDATION PREPARATION ,08003 ,0150 ,LS ,0.50 , 00890 , 08/01/2019,21025.13 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0135,CONCRETE COATING Approximately 131 SF,24982EC ,0270,LS ,0.50 , 00890 , 08/02/2019,8436.45 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0085,CYCLOPEAN STONE RIP RAP ,08019 ,0160,TON ,52.26 , 00890 , 08/07/2019,50.99 ,"entd bent 1 shoulder" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0070,GUARDRAIL-STEEL W BEAM-S FACE A ,02355 ,0040,LF ,100.00 , 02679 , 08/07/2019,32.00 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,N W K CONSTRUCTION INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0030,GUARDRAIL END TREATMENT TYPE 1 ,02367 ,0060,EACH,2.00 , 02679 , 08/07/2019,2500.00 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,N W K CONSTRUCTION INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0025,GUARDRAIL TERMINAL SECTION NO 1 ,02360 ,0050,EACH,2.00 , 02679 , 08/07/2019,50.00 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,N W K CONSTRUCTION INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0020,GUARDRAIL-STEEL W BEAM-S FACE ,02351 ,0030,LF ,25.00 , 02679 , 08/07/2019,20.00 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,N W K CONSTRUCTION INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0010,DELINEATOR FOR GUARDRAIL B/W ,01987 ,0010,EACH,6.00 , 02679 , 08/07/2019,8.00 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,N W K CONSTRUCTION INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0130,GUARDRAIL-STEEL W BEAM-S FACE BR ,08801 ,0250,LF ,95.00 , 00890 , 08/08/2019,165.00 ,"1552" ,1 ,0 +0.000 ,0cl +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0005,BRIDGE OVERLAY APPROACH PAVEMENT ,03304 ,0140,SQYD,263.00 , 00890 , 08/08/2019,212.00 ,"1552" ,1 ,0 +0.000 ,cl +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0015,GRANULAR EMBANKMENT ,02223 ,0020 ,CUYD ,28.00 , 00890 , 08/08/2019,92.68 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0045,MAINTAIN & CONTROL TRAFFIC ,02650 ,0090,LS ,0.50 , 00890 , 08/08/2019,9856.10 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,0065,EROSION CONTROL ,21415ND ,0260 ,LS ,0.75 , 00890 , 08/08/2019,4735.34 ,"1552" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,08/01/19,rrabich 195069,00890,0006 , 121GR19D069-STP ,BR02315521977,0001,8000,LIQUIDATED DAMAGES Contract Overtime,10111NS ,8000,DOLL,-5250.00,00890, 08/09/2019,1.00 ,"52 days road closed. 7 days over",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,08/01/19,jstringe 195069,00890,0008 , 121GR19D069-STP ,BR02315521977,0001,0110,CONCRETE-CLASS A (REVISED: 3-13-19),08100 ,0210,CUYD,1.66 , 00890 , 01/29/2020,1440.00 ,"Bringing to adjusted plan of 36.4 cuyd",1,+0.000,+0.000,SCOTT AND MURPHY INC,01/01/20,lphelps1 195069,00890,0008 , 121GR19D069-STP ,BR02315521977,0001,0020,GUARDRAIL-STEEL W BEAM-S FACE ,02351 ,0030,LF ,7.50 , 00890 , 01/29/2020,20.00 ,"Correcting underpayment from 8.7.19",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,01/01/20,lphelps1 195069,00890,0008 , 121GR19D069-STP ,BR02315521977,0001,0130,GUARDRAIL-STEEL W BEAM-S FACE BR ,08801 ,0250,LF ,-7.50 , 00890 , 01/29/2020,165.00 ,"Correcting overpayment from 8.7.19",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,01/01/20,lphelps1 195069,00890,0008 , 121GR19D069-STP ,BR02315521977,0001,0070,GUARDRAIL-STEEL W BEAM-S FACE A ,02355 ,0040,LF ,-12.40 , 00890 , 01/29/2020,32.00 ,"Correcting overpayment from 8.7.19",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,01/01/20,lphelps1 195069,00890,0009 , 121GR19D069-STP ,BR02315521977,0002,0140,DEMOBILIZATION ,02569 ,0500 ,LS ,1.00 , 00890 , 03/27/2020,5700.01 ,"demob" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,03/01/20,jstringe 195069,00890,0001 , 121GR19D069-STP ,BR10213261989,0001,0185,MAINTAIN & CONTROL TRAFFIC ,02650 ,0350,LS ,0.50 , 00890 , 05/28/2019,11219.56 ,"Ky 1326" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,05/01/19,tharris6 195069,00890,0001 , 121GR19D069-STP ,BR10213261989,0001,0190,PORTABLE CHANGEABLE MESSAGE SIGN ,02671 ,0360,EACH,2.00 , 00890 , 05/28/2019,1920.88 ,"One sign on each end of the bridge.",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,05/01/19,tharris6 195069,00890,0001 , 121GR19D069-STP ,BR10213261989,0001,0200,REMOVE STRUCTURE ,02731 ,0380 ,LS ,0.50 , 00890 , 05/28/2019,42864.00 ,"West side of Structure",1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,05/01/19,tharris6 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0230,CONCRETE-CLASS A ,08100 ,0440 ,CUYD ,25.56 , 00890 , 06/05/2019,1075.00 ,"nw footer" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,mwilson 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0220,STRUCTURE EXCAV-SOLID ROCK ,08002 ,0410,CUYD,26.00 , 00890 , 06/05/2019,111.69 ,"nw footer" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,mwilson 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0205,FOUNDATION PREPARATION ,08003 ,0420 ,LS ,0.25 , 00890 , 06/05/2019,18900.00 ,"nw footer" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,mwilson 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,3838.00 , 00890 , 06/05/2019,1.35 ,"nw footer" ,1 ,0 +0.000 ,0 +0.000 ,SCOTT AND MURPHY INC,06/01/19,mwilson 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,2433.20 , 00890 , 06/12/2019,1.35 ,"Abutment 1 substructure ",1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0230,CONCRETE-CLASS A ,08100 ,0440 ,CUYD ,16.20 , 00890 , 06/12/2019,1075.00 ,"Abutment 1 substructure",1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0002 , 121GR19D069-STP ,BR10213261989,0001,0200,REMOVE STRUCTURE ,02731 ,0380 ,LS ,0.25 , 00890 , 06/13/2019,42864.00 ,"Abutment 2 and deck removal",1, +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,8010,MASS CONCRETE ,10040ES ,8010 ,CUYD ,20.00 , 00890 , 06/18/2019,250.16 ,"change order #2 AB#2 footer",1, +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,jstringe 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,0205,FOUNDATION PREPARATION ,08003 ,0420 ,LS ,0.25 , 00890 , 06/19/2019,18900.00 ,"Foundation for abutment 2",1, +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,0230,CONCRETE-CLASS A ,08100 ,0440 ,CUYD ,25.60 , 00890 , 06/21/2019,1075.00 ,"SE footing for abutment 1",1, +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,3845.12 , 00890 , 06/21/2019,1.35 ,"SE footing for abutment 2",1, +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,2422.73 , 00890 , 06/26/2019,1.35 ,"Abutment 2 Substructure",1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,0230,CONCRETE-CLASS A ,08100 ,0440 ,CUYD ,16.13 , 00890 , 06/26/2019,1075.00 ,"Abutment 2 substructure",1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0003 , 121GR19D069-STP ,BR10213261989,0001,0200,REMOVE STRUCTURE ,02731 ,0380 ,LS ,0.25 , 00890 , 06/27/2019,42864.00 ,"Removed middle pier of old structure",1,+0.000,+0.000 ,SCOTT AND MURPHY INC,06/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0215,ARMORED EDGE FOR CONCRETE ,03299 ,0390,LF ,44.00 , 00890 , 07/03/2019,87.18 ,"Bridge Deck" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0235,CONCRETE-CLASS AA ,08104 ,0450 ,CUYD ,33.00 , 00890 , 07/03/2019,1075.00 ,"Bridge Deck" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,4956.60 , 00890 , 07/03/2019,1.35 ,"Bridge Deck" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0235,CONCRETE-CLASS AA ,08104 ,0450 ,CUYD ,7.26 , 00890 , 07/08/2019,1075.00 ,"KY 1326 bridge wing wall super structure",1,+0.000,+0.000,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,1090.45 , 00890 , 07/08/2019,1.35 ,"KY 1326 wing wall super structure",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0150,GRANULAR EMBANKMENT ,02223 ,0280 ,CUYD ,16.20 , 00890 , 07/11/2019,93.34 ,"Abutment 1 side" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0250,CONCRETE COATING Approx. 1050 SF,24982EC ,0490,LS ,0.50 , 00890 , 07/11/2019,8015.95 ,"Ky 1326 bridge" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0225,CYCLOPEAN STONE RIP RAP ,08019 ,0430,TON ,99.74 , 00890 , 07/11/2019,70.69 ,"Along the wings of the bridge and creek",1,+0.000,+0.000,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0205,FOUNDATION PREPARATION ,08003 ,0420 ,LS ,0.50 , 00890 , 07/11/2019,18900.00 ,"Abutment 1 and 2" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0150,GRANULAR EMBANKMENT ,02223 ,0280 ,CUYD ,11.46 , 00890 , 07/12/2019,93.34 ,"Shoulders on the side of Abutment 2 ",1,+0.000,+0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0004 , 121GR19D069-STP ,BR10213261989,0001,0250,CONCRETE COATING Approx. 1050 SF,24982EC ,0490,LS ,0.50 , 00890 , 07/12/2019,8015.95 ,"Ky 1326 bridge" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0210,EROSION CONTROL ,21415ND ,0480 ,LS ,1.00 , 00890 , 07/15/2019,4735.34 ,"Erosion control removed from both sides ",1,+0.000,+0.000,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0195,STAKING ,02726 ,0370 ,LS ,1.00 , 00890 , 07/15/2019,2398.78 ,"Staking for centerline of road",1,+0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0180,CLEARING AND GRUBBING Less than 1 acre,02545 ,0340,LS ,1.00, 00890 , 07/15/2019,2974.79 ,"Areas around bridge and pump pit",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0220,STRUCTURE EXCAV-SOLID ROCK ,08002 ,0410,CUYD,46.68 , 00890 , 07/15/2019,111.69 ,"Abutment 2 footing" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0165,GUARDRAIL TERMINAL SECTION NO 1 ,02360 ,0310,EACH,1.00 , 02679 , 07/16/2019,50.00 ,"East side of bridge by driveway",1,+0.000, +0.000 ,N W K CONSTRUCTION INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0145,BRIDGE OVERLAY APPROACH PAVEMENT ,03304 ,0400,SQYD,428.20 , 01947 , 07/16/2019,111.01 ,"East and west side of the bridge. ",1,+0.000, +0.000 ,L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0155,GUARDRAIL-STEEL W BEAM-S FACE ,02351 ,0290,LF ,38.25 , 02679 , 07/16/2019,20.00 ,"East Side of bridge around driveway",1,+0.000, +0.000 ,N W K CONSTRUCTION INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0245,GUARDRAIL-STEEL W BEAM-S FACE BR ,08801 ,0470,LF ,50.00 , 02679 , 07/16/2019,165.00 ,"Guardrail on bridge deck",1 , +0.000 , +0.000 ,N W K CONSTRUCTION INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0185,MAINTAIN & CONTROL TRAFFIC ,02650 ,0350,LS ,0.50 , 00890 , 07/16/2019,11219.56 ,"Ky 1326" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0175,EXTRA LENGTH GUARDRAIL POST ,02399 ,0330,EACH,32.00 , 02679 , 07/16/2019,30.00 ,"Ky 1326 guardrail around bridge",1,+0.000, +0.000 ,N W K CONSTRUCTION INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0170,GUARDRAIL END TREATMENT TYPE 1 ,02367 ,0320,EACH,3.00 , 02679 , 07/16/2019,2500.00 ,"End of guardrail " ,1 , +0.000 , +0.000 ,N W K CONSTRUCTION INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,0160,GUARDRAIL-STEEL W BEAM-S FACE A ,02355 ,0300,LF ,100.00 , 02679 , 07/16/2019,32.00 ,"On approach to KY 1326 bridge",1, +0.000 , +0.000 ,N W K CONSTRUCTION INC,07/01/19,tharris6 195069,00890,0005 , 121GR19D069-STP ,BR10213261989,0001,8000,LIQUIDATED DAMAGES Contract Overtime,10111NS ,8000,DOLL,-3750.00,00890, 07/26/2019,1.00 ,"5 days over on road closure",1, +0.000 , +0.000 ,SCOTT AND MURPHY INC,07/01/19,jstringe 195069,00890,0006 , 121GR19D069-STP ,BR10213261989,0001,0235,CONCRETE-CLASS AA ,08104 ,0450 ,CUYD ,0.24 , 00890 , 08/02/2019,1075.00 ,"Ky 1326 bridge" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,08/01/19,tharris6 195069,00890,0006 , 121GR19D069-STP ,BR10213261989,0001,0240,STEEL REINFORCEMENT-EPOXY COATED ,08151 ,0460,LB ,413.90 , 00890 , 08/02/2019,1.35 ,"Ky 1326 bridge" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,08/01/19,tharris6 195069,00890,0006 , 121GR19D069-STP ,BR10213261989,0001,0230,CONCRETE-CLASS A ,08100 ,0440 ,CUYD ,2.51 , 00890 , 08/02/2019,1075.00 ,"Ky 1326 bridge" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,08/01/19,tharris6 195069,00890,0008 , 121GR19D069-STP ,BR10213261989,0001,0155,GUARDRAIL-STEEL W BEAM-S FACE ,02351 ,0290,LF ,6.75 , 00890 , 01/29/2020,20.00 ,"Correcting underpayment from 7.16.19",1,+0.000,+0.000 ,SCOTT AND MURPHY INC,01/01/20,lphelps1 195069,00890,0008 , 121GR19D069-STP ,BR10213261989,0001,8000,LIQUIDATED DAMAGES Contract Overtime,10111NS ,8000,DOLL,750.00, 00890 , 01/29/2020,1.00 ,"Removing one day of LDs per Jessica",1,+0.000, +0.000 ,SCOTT AND MURPHY INC,01/01/20,lphelps1 195069,00890,0009 , 121GR19D069-STP ,BR10213261989,0002,0255,DEMOBILIZATION ,02569 ,0500 ,LS ,1.00 , 00890 , 03/27/2020,5699.99 ,"demob" ,1 , +0.000 , +0.000 ,SCOTT AND MURPHY INC,03/01/20,jstringe