kytc department of highways bid tab award sheet …...0600 curb box inlet type a t 4.000 each...

KYTC DEPARTMENT OF HIGHWAYS BID TAB AWARD SHEET FOR LETTING

Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 100

BRIDGE REPLACEMENT SMITH ROAD(CR-1464)Number of Bidders 4

ENGINEERS ESTIMATE 379,695.22 LOW BIDDER is -25.27% from ENGINEERS ESTIMATEApparent Low Bidder Low > WILKINS CONSTRUCTION COMPANY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 494.000 TON 30.00 27.00 24.64 32.000020 CRUSHED AGGREGATE SIZE NO 2 1.000 TON 300.00 30.00 28.25 250.000030 ASPHALT SEAL AGGREGATE 1.000 TON 4,000.00 65.00 5,750.00 250.000040 ASPHALT SEAL COAT 2.000 TON 5,000.00 870.00 4,125.00 700.000050 CL2 ASPH BASE 0.75D PG64-22 451.000 TON 85.00 95.00 85.00 105.000060 CL2 ASPH SURF 0.38D PG64-22 123.000 TON 90.00 110.00 90.00 130.000070 ENTRANCE PIPE-15 IN EQUIV 218.000 LF 34.00 28.00 33.62 25.000080 PERFORATED PIPE-4 IN 20.000 LF 36.00 12.00 8.00 20.000090 NON-PERFORATED PIPE-4 IN 8.000 LF 36.00 12.00 12.50 20.000100 PERF PIPE HEADWALL TY 4-4 IN 1.000 EACH 450.00 600.00 477.00 1,000.000110 BARRICADE-TYPE III 4.000 EACH 135.00 50.00 150.00 120.000120 ROADWAY EXCAVATION 490.000 CUYD 13.00 13.00 29.70 45.000130 WATER 1.000 MGAL 500.00 1.00 1.00 1.000140 TEMPORARY STREAM CROSSING 1.000 LS 25,140.00 18,000.00 19,942.20 16,500.000160 CHANNEL LINING CLASS II 112.000 TON 28.00 27.00 26.90 38.000170 CHANNEL LINING CLASS III 222.000 TON 26.00 28.00 30.00 38.000180 CLEARING AND GRUBBING 1.000 LS 2,377.00 3,200.00 10,000.00 32,000.000190 TEMPORARY SIGNS 112.000 SQFT 14.00 10.00 13.25 20.000200 EDGE KEY 27.000 LF 60.00 25.00 200.00 10.000210 FABRIC-GEOTEXTILE TYPE I 402.000 SQYD 1.85 2.00 1.85 4.000220 MAINTAIN & CONTROL TRAFFIC 1.000 LS 4,520.00 2,270.93 3,000.00 2,500.000230 TEMP SILT FENCE 326.000 LF 3.22 2.00 1.50 1.500240 SILT TRAP TYPE A 4.000 EACH 200.00 50.00 200.00 300.000250 SILT TRAP TYPE B 4.000 EACH 200.00 50.00 100.00 300.000260 CLEAN SILT TRAP TYPE A 12.000 EACH 30.00 25.00 30.00 1.00

1 00788 WILKINS CONSTRUCTION COMPANY INC 283,737.922 02618 JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES 299,065.613 02427 KNIGHTS CONSTRUCTION & EXCAVATING INC 351,374.174 00380 HAROLD COFFEY CONSTRUCTION CO INC 419,900.00

Contid: 14-1051

County: CALLOWAY District: 01 Date Let: 10-24-14 Contid: 14-1051 SYP: 01-01136.00

Proposal Description: STP BRZ 0103(338) Length: 0 Miles Time: 115 WORKING


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 CLEAN SILT TRAP TYPE B 12.000 EACH 30.00 25.00 30.00 1.000280 CLEAN TEMP SILT FENCE 326.000 LF 1.00 1.00 .10 1.000290 STAKING 1.000 LS 5,750.00 2,000.00 4,000.00 8,500.000300 REMOVE STRUCTURE 1.000 LS 10,080.00 19,000.00 13,500.00 25,000.000310 EROSION CONTROL BLANKET 1,089.000 SQYD 1.75 2.79 1.75 3.300320 TEMP MULCH 2,274.000 SQYD .75 .95 .75 .750330 TEMP SEEDING AND PROTECTION 2,027.000 SQYD .65 .95 .65 .650340 INITIAL FERTILIZER 1.000 TON 1,000.00 1,185.00 1,000.00 1,000.000350 20-10-10 FERTILIZER 1.000 TON 1,000.00 1,270.00 1,000.00 1,000.000360 SEEDING AND PROTECTION 2,252.000 SQYD 1.00 .85 1.00 1.000370 AGRICULTURAL LIMESTONE 2.000 TON 500.00 500.00 500.00 500.000380 FOUNDATION PREPARATION 1.000 LS 8,960.00 11,500.00 8,500.00 25,000.000390 CONCRETE-CLASS A 142.300 CUYD 526.00 761.23 930.00 965.000400 STEEL REINFORCEMENT 15,090.000 LB 1.63 .97 1.05 1.250410 LOW FLOW DIVERSION CURB 1.000 LS 1,750.00 4,244.89 7,500.00 5,500.000420 DEMOBILIZATION 1.000 LS 4,193.20 4,420.00 8,000.00 6,206.25

Total Bid 283,737.92 299,065.61 351,374.17 419,900.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 101

ASPHALT PAVEMENT & ROADWAY REHAB US-62Number of Bidders 2

ENGINEERS ESTIMATE 4,847,054.54 LOW BIDDER is -9.02% from ENGINEERS ESTIMATEApparent Low Bidder Low > EATON ASPHALT PAVING CO INC ANDSUBSIDIARY

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 30,561.000 TON 19.00 18.030020 GEOGRID REINFORCEMENT FOR SUBGRADE 1,500.000 SQYD 7.00 19.680030 ASPHALT SEAL AGGREGATE 103.000 TON 86.00 70.000040 ASPHALT SEAL COAT 12.000 TON 840.00 725.000050 LEVELING & WEDGING PG64-22 400.000 TON 70.00 67.710060 CL2 ASPH BASE 1.00D PG64-22 5,692.000 TON 48.00 52.760070 CL3 ASPH BASE 1.00D PG64-22 32,482.000 TON 52.00 52.760080 CL2 ASPH SURF 0.38D PG64-22 889.000 TON 63.00 67.710090 CL3 ASPH SURF 0.38B PG64-22 3,334.000 TON 72.00 61.980100 MOBILIZATION FOR MILL & TEXT 1.000 LS 1,140.00 1,500.000110 ASPHALT PAVE MILLING & TEXTURING 147.000 TON 55.00 32.250120 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 44.000 EACH 5.00 4.150130 REMOVE PAVEMENT 63,326.000 SQYD 6.00 8.030140 CEM CONC ENT PAVEMENT-8 IN 404.000 SQYD 78.00 69.000150 FLOWABLE FILL 1.000 CUYD 370.00 500.000160 G/R STEEL W BEAM-S FACE (7 FT POST) 4,362.500 LF 17.00 16.040170 GUARDRAIL TERMINAL SECTION NO 1 6.000 EACH 41.00 28.000180 GUARDRAIL END TREATMENT TYPE 1 3.000 EACH 2,000.00 1,900.000190 GUARDRAIL END TREATMENT TYPE 2A 2.000 EACH 630.00 585.000200 REMOVE GUARDRAIL 4,500.000 LF 1.00 1.000210 GUARDRAIL END TREATMENT TYPE 4A 1.000 EACH 2,000.00 1,785.000220 TEMPORARY SIGNS 500.000 SQFT 15.00 7.500230 EDGE KEY 641.000 LF 6.00 12.000240 FABRIC-GEOTEXTILE TYPE IV 1,500.000 SQYD 7.00 16.480250 MAINTAIN & CONTROL TRAFFIC 1.000 LS 103,680.00 200,000.000260 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 3,200.00 3,750.00

1 00117 EATON ASPHALT PAVING CO INC AND SUBSIDIARY 4,409,700.002 00360 H G MAYS CORPORATION 4,602,285.36

Contid: 14-1054

County: MASON District: 09 Date Let: 10-24-14 Contid: 14-1054 SYP: 09-02034.00

Proposal Description: STP 0681(028) Length: 0 Miles Time: 08/10/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 SHOULDER RUMBLE STRIPS-SAWED 11,642.000 LF 1.00 .620280 SIDEWALK-4 IN CONCRETE 491.000 SQYD 50.00 49.000290 STAKING 1.000 LS 40,000.00 25,000.000300 ARROW PANEL 4.000 EACH 1,200.00 500.000310 TRIM & REMOVE TREES & BRUSH 919.000 LF 24.00 32.000320 TRENCHING AND BACKFILLING 167.000 LF 16.00 9.000330 FLEXIBLE DELINEATOR POST-M/W 150.000 EACH 26.00 25.000340 STEEL POST MILE MARKERS 4.000 EACH 100.00 130.000350 PAVE STRIPING-TEMP PAINT-4 IN 87,342.000 LF .13 .140360 PAVE STRIPING-PERM PAINT-4 IN 32,964.000 LF .15 .150370 PAVE STRIPING-TEMP REM TAPE-B 2,000.000 LF 8.00 2.500380 PAVE STRIPING-TEMP REM TAPE-W 1,000.000 LF 8.00 1.750390 PAVE STRIPING-TEMP REM TAPE-Y 1,000.000 LF 8.00 1.750400 PAVE MARKING-THERMO STOP BAR-24IN 352.000 LF 8.00 8.500410 PAVE MARKING-THERMO CURV ARROW 38.000 EACH 75.00 95.000420 PAVE MARKING-THERMO COMB ARROW 4.000 EACH 75.00 115.000430 PAVE MARKING-THERMO ONLY 2.000 EACH 97.00 135.000440 FUEL ADJUSTMENT 42,838.000 DOLL 1.00 1.000450 ASPHALT ADJUSTMENT 77,035.000 DOLL 1.00 1.000460 PAVE MARK TEMP PAINT STOP BAR 352.000 LF 2.00 2.750470 EMBANKMENT 167.000 CUYD 42.00 52.500480 RELOCATE SIGNAL HEAD 108.000 EACH 216.00 145.000490 DETECTABLE WARNINGS 32.000 SQFT 37.00 35.000500 INLAID PAVEMENT MARKER 1,000.000 EACH 24.00 22.000510 CULVERT PIPE-12 IN 40.000 LF 160.00 73.540520 CULVERT PIPE-15 IN 4.000 LF 700.00 173.440530 CULVERT PIPE-18 IN 28.000 LF 400.00 230.970540 CULVERT PIPE-24 IN 4.000 LF 600.00 252.650550 PIPE CULVERT HEADWALL-12 IN 1.000 EACH 1,700.00 2,100.000560 PIPE CULVERT HEADWALL-18 IN 2.000 EACH 1,700.00 2,500.000570 REMOVE PIPE 36.000 LF 18.00 46.600580 SLOPED BOX OUTLET TYPE 1-18 IN 3.000 EACH 1,700.00 3,325.000590 CURB BOX INLET TYPE A 3.000 EACH 6,000.00 5,222.500600 CURB BOX INLET TYPE A T 4.000 EACH 4,500.00 5,222.500610 DROP BOX INLET TYPE 1 1.000 EACH 3,000.00 4,250.000620 DROP BOX INLET TYPE 12A 50.000 LF 400.00 330.000630 FLUME INLET TYPE 2 1.000 EACH 4,800.00 4,000.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60640 STANDARD CURB AND GUTTER MOD 1,164.000 LF 28.00 19.000650 STANDARD HEADER CURB 1,933.000 LF 19.00 15.000660 SPECIAL HEADER CURB 400.000 LF 19.00 10.000670 DITCHING 7,635.000 LF 1.00 5.290680 CHANNEL LINING CLASS II 117.000 TON 70.00 35.800690 EROSION CONTROL BLANKET 1,000.000 SQYD 1.00 1.000700 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 10,000.00 34,293.000710 LOOP WIRE 10,720.000 LF 1.00 .500720 CABLE-NO. 14/1 PAIR 6,010.000 LF 1.00 3.200730 LOOP SAW SLOT AND FILL 3,499.000 LF 12.00 13.000740 MOBILIZATION 1.000 LS 189,984.44 165,207.160750 DEMOBILIZATION 1.000 LS 75,014.00 63,802.00

Total Bid 4,409,700.00 4,602,285.36


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 102

ASPHALT PAVEMENT & ROADWAY REHAB KY-11Number of Bidders 2

ENGINEERS ESTIMATE 4,347,203.02 LOW BIDDER is -24.45% from ENGINEERS ESTIMATEApparent Low Bidder Low > H G MAYS CORPORATION

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 11,391.000 TON 20.42 20.000020 CRUSHED AGGREGATE SIZE NO 2 6,237.000 TON 24.39 22.000030 ASPHALT SEAL AGGREGATE 235.000 TON 65.00 79.000040 ASPHALT SEAL COAT 28.000 TON 700.00 830.000050 LEVELING & WEDGING PG64-22 400.000 TON 62.16 74.000060 CL3 ASPH BASE 1.00D PG64-22 23,042.000 TON 50.58 55.000070 CL2 ASPH SURF 0.38D PG64-22 1,940.000 TON 62.16 65.000080 CL3 ASPH SURF 0.38B PG76-22 3,638.000 TON 69.47 85.000090 MOBILIZATION FOR MILL & TEXT 1.000 LS 1,000.00 1,100.000100 ASPHALT PAVE MILLING & TEXTURING 13,796.000 TON 2.55 15.000110 SAWCUT PAVEMENT 8,078.000 LF .01 2.000120 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 77.000 EACH 4.00 4.000130 ROADWAY EXCAVATION 10,262.000 CUYD 17.06 12.000140 FLOWABLE FILL 1.000 CUYD 326.00 240.000150 G/R STEEL W BEAM-S FACE (7 FT POST) 7,650.000 LF 15.10 16.000160 GUARDRAIL TERMINAL SECTION NO 1 10.000 EACH 35.00 39.000170 GUARDRAIL END TREATMENT TYPE 1 2.000 EACH 1,800.00 2,000.000180 GUARDRAIL END TREATMENT TYPE 3 3.000 EACH 600.00 600.000190 REMOVE GUARDRAIL 7,850.000 LF .96 1.000200 GUARDRAIL END TREATMENT TYPE 4A 5.000 EACH 1,700.00 1,800.000210 TEMPORARY SIGNS 500.000 SQFT 7.50 10.000220 FABRIC-GEOTEXTILE TYPE IV 20,927.000 SQYD 1.79 1.000230 MAINTAIN & CONTROL TRAFFIC 1.000 LS 150,000.00 167,000.000240 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 3,750.00 1,400.000250 SHOULDER RUMBLE STRIPS-SAWED 24,479.000 LF .34 .600260 SHOULDERING 3,000.000 LF 1.50 3.000270 STAKING 1.000 LS 12,000.00 16,731.00

1 00360 H G MAYS CORPORATION 3,284,498.662 00117 EATON ASPHALT PAVING CO INC AND SUBSIDIARY 3,576,400.00

Contid: 14-1055

County: FLEMING District: 09 Date Let: 10-24-14 Contid: 14-1055 SYP: 09-02032.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60280 ARROW PANEL 4.000 EACH 500.00 1,200.000290 FLEXIBLE DELINEATOR POST-M/W 156.000 EACH 24.00 26.000300 STEEL POST MILE MARKERS 6.000 EACH 100.00 110.000310 PAVE STRIPING-TEMP PAINT-4 IN 143,100.000 LF .14 .100320 PAVE STRIPING-PERM PAINT-4 IN 56,502.000 LF .15 .150330 PAVE STRIPING-TEMP REM TAPE-B 5,600.000 LF 2.25 3.000340 PAVE STRIPING-TEMP REM TAPE-W 2,800.000 LF 1.70 2.000350 PAVE STRIPING-TEMP REM TAPE-Y 2,800.000 LF 1.70 2.000360 PAVE MARKING-THERMO STOP BAR-24IN 186.000 LF 8.50 8.000370 PAVE MARKING-PAINT CROSS-HATCH 2,594.000 SQFT 3.00 1.000380 PAVE MARKING-THERMO STR ARROW 22.000 EACH 90.00 76.000390 PAVE MARKING-THERMO CURV ARROW 60.000 EACH 90.00 76.000400 PAVE MARKING-THERMO COMB ARROW 4.000 EACH 115.00 99.000410 FUEL ADJUSTMENT 28,571.000 DOLL 1.00 1.000420 ASPHALT ADJUSTMENT 52,236.000 DOLL 1.00 1.000430 PAVE MARK TEMP PAINT STOP BAR 186.000 LF 3.00 2.000440 CENTERLINE RUMBLE STRIPS 12,646.000 LF .34 1.000450 EMBANKMENT 147.000 CUYD 38.60 22.000460 PAVE STRIPING-CHEVRON MARKINGS 623.000 SQFT 3.00 1.000470 INLAID PAVEMENT MARKER 1,206.000 EACH 19.85 23.000480 ENTRANCE PIPE-15 IN 60.000 LF 49.45 100.000490 CULVERT PIPE-18 IN 8.000 LF 188.70 500.000500 STORM SEWER PIPE-15 IN 132.000 LF 142.08 150.000510 SLOTTED DRAIN PIPE-15 IN 1,198.000 LF 123.40 160.000520 PERFORATED PIPE-6 IN 6,410.000 LF 4.84 2.000530 NON-PERFORATED PIPE-6 IN 345.000 LF 14.80 20.000540 PERF PIPE HEADWALL TY 1-6 IN 6.000 EACH 547.95 600.000550 PERF PIPE HEADWALL TY 3-6 IN 2.000 EACH 771.45 700.000560 PERF PIPE HEADWALL TY 4-6 IN 5.000 EACH 667.60 700.000570 SLOPED BOX OUTLET TYPE 1-18 IN 2.000 EACH 1,760.00 1,500.000580 DROP BOX INLET TYPE 16G 11.000 EACH 3,314.00 2,400.000590 FLUME INLET TYPE 2 2.000 EACH 3,820.00 4,800.000600 LIP CURB AND GUTTER 7.000 LF 150.00 110.000610 ASPHALT WEDGE CURB 1,560.000 LF 10.00 3.000620 REMOVE CURB 1,244.000 LF 1.00 4.000630 DITCHING 12,875.000 LF 1.34 2.000640 CHANNEL LINING CLASS II 119.000 TON 27.05 60.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60650 CHANNEL LINING CLASS III 589.000 TON 30.25 72.360660 EROSION CONTROL BLANKET 3,334.000 SQYD .90 1.000670 REPLACE GRATE 2.000 EACH 2,100.00 1,600.000680 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 31,907.00 41,945.000690 MOBILIZATION 1.000 LS 125,875.00 30,500.670700 DEMOBILIZATION 1.000 LS 45,485.00 55,000.59

Total Bid 3,284,498.66 3,576,400.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 103

JPC PAVEMENT REPAIRS - DIAMOND GRINDING AUDUBON PARKWAY(PW-9005)Number of Bidders 3

ENGINEERS ESTIMATE 13,059,722.13 LOW BIDDER is -5.89% from ENGINEERS ESTIMATEApparent Low Bidder Low > HALL CONTRACTING OF KENTUCKY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 3,009.000 TON 35.00 29.00 31.150020 GEOGRID REINFORCEMENT FOR SUBGRADE 8,187.000 SQYD 3.00 2.60 2.850030 ASPHALT SEAL AGGREGATE 47.000 TON 209.42 209.42 215.750040 ASPHALT SEAL COAT 5.600 TON 1,149.21 1,149.21 1,185.000050 CL3 ASPH BASE 0.75D PG64-22 24,206.000 TON 65.00 64.14 66.000060 CL3 ASPH SURF 0.50D PG64-22 14,798.000 TON 73.00 72.52 74.700070 REMOVE PCC PAVEMENT 37,913.000 SQYD 26.00 16.25 22.750080 PCC PAVEMENT DIAMOND GRINDING 253,655.000 SQYD 2.80 2.41 2.500090 JPC PAVEMENT-9 IN 37,100.000 SQYD 60.00 59.33 75.250100 JPC PAVEMENT-9 IN SHLD 3,173.000 SQYD 60.00 62.26 83.500110 SAW-CLEAN-RESEAL TVERSE JOINT 65,042.000 LF 1.40 1.89 1.150120 SAW-CLEAN-RESEAL LONGIT JOINT 103,477.000 LF 1.40 1.39 1.150130 FABRIC-GEOTEXTILE TYPE IV 8,774.000 SQYD 1.50 2.00 2.300140 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,500.00 1,000.00 10,300.000150 ASPHALT PAVE MILLING & TEXTURING 40,323.000 TON 8.00 8.06 12.650160 SAW AND SEAL ASPHALT JOINT 4,294.000 LF 1.40 1.30 1.450170 FLUME INLET TYPE 1 1.000 EACH 4,200.00 3,785.00 3,900.000180 FLUME INLET TYPE 2 17.000 EACH 4,200.00 3,668.50 3,800.000190 ISLAND HEADER CURB TYPE 1 5,508.000 LF 25.00 19.66 20.000200 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 463.000 EACH 6.00 6.00 6.150210 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLO 110.000 EACH 6.00 6.00 6.150220 DELINEATOR FOR BARRIER - WHITE 36.000 EACH 5.00 6.07 15.450230 DELINEATOR FOR BARRIER - YELLOW 36.000 EACH 5.00 6.25 15.450240 RELOCATE TEMP CONC BARRIER 470.000 LF 10.00 6.59 11.800250 BARRICADE-TYPE III 20.000 EACH 145.00 50.00 124.500260 FLOWABLE FILL 26.000 CUYD 180.00 165.50 170.50

1 02691 HALL CONTRACTING OF KENTUCKY INC 12,290,000.002 00124 THE W L HARPER CO 12,570,329.413 02959 CHESTER BROSS CONSTRUCTION CO W/O/S BROSS HOLDING GROUP INC 12,835,786.65

Contid: 14-1057

County: HENDERSON District: 02 Date Let: 10-24-14 Contid: 14-1057 SYP: 02-02087.00

Proposal Description: NH 0602 (011) Length: 0 Miles Time: 10/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 EMBANKMENT IN PLACE 483.000 CUYD 50.00 29.50 30.400280 GUARDRAIL-STEEL W BEAM-D FACE 550.000 LF 22.00 22.00 22.650290 GUARDRAIL CONNECTOR TO BRIDGE END TY A 8.000 EACH 2,500.00 2,500.00 2,575.000300 CRASH CUSHION TYPE IX-A 4.000 EACH 5,000.00 5,000.00 5,150.000310 GUARDRAIL END TREATMENT TYPE 1 15.000 EACH 2,200.00 2,200.00 2,265.000320 GUARDRAIL END TREATMENT TYPE 2A 30.000 EACH 600.00 600.00 618.000330 REMOVE GUARDRAIL 29,354.000 LF 1.80 1.80 1.850340 REMOVE & RESET GUARDRAIL 1,300.000 LF 4.50 4.50 4.650350 GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 4.000 EACH 500.00 500.00 515.000360 GUARDRAIL END TREATMENT TYPE 4A 2.000 EACH 1,900.00 1,900.00 1,957.000370 TEMPORARY SIGNS 2,000.000 SQFT 4.00 6.00 6.150380 DITCHING AND SHOULDERING 47,572.000 LF 2.50 3.75 3.850390 MAINTAIN & CONTROL TRAFFIC 1.000 LS 250,000.00 476,234.23 75,200.000400 PORTABLE CHANGEABLE MESSAGE SIGN 6.000 EACH 4,000.00 6,351.52 8,650.000410 SHOULDER RUMBLE STRIPS-SAWED 183,098.000 LF .10 .05 .100420 STAKING 1.000 LS 40,000.00 287,999.13 43,400.000430 ARROW PANEL 4.000 EACH 1,000.00 4,309.96 5,870.000440 CONCRETE BARRIER WALL TYPE 9T 470.000 LF 40.00 35.26 54.500450 TUBULAR MARKERS 570.000 EACH 35.00 35.87 36.150460 EROSION CONTROL BLANKET 50,000.000 SQYD 1.00 1.00 1.030470 FLEXIBLE DELINEATOR POST-M/W 50.000 EACH 31.00 31.00 31.950480 FLEXIBLE DELINEATOR POST-M/Y 50.000 EACH 31.00 31.00 31.950490 PAVE STRIPING-TEMP PAINT-6 IN 404,100.000 LF .15 .15 .160500 PAVE STRIPING-PERM PAINT-6 IN 237,490.000 LF .25 .25 .260510 PAVE STRIPING-PERM PAINT-12 IN 4,780.000 LF .50 .50 .520520 PAVE STRIPING-THERMO-12 IN W 2,845.000 LF 4.25 4.25 4.350530 PAVE STRIPING-TEMP REM TAPE-B 5,000.000 LF 2.00 2.00 2.060540 PAVE STRIPING-TEMP REM TAPE-W 5,000.000 LF 1.50 1.25 1.300550 PAVE STRIPING-TEMP REM TAPE-Y 5,000.000 LF 1.50 1.25 1.300560 PAVE MARKING-THERMO STR ARROW 6.000 EACH 110.00 110.00 113.000570 PAVEMENT MARKER TYPE V-B W/R 1,430.000 EACH 20.00 19.50 20.000580 PAVEMENT MARKER TYPE V-B Y/R 408.000 EACH 20.00 19.50 20.000590 REMOVE PAVEMENT MARKER TYPE V 1,758.000 EACH 50.00 34.58 27.150600 CYCLOPEAN STONE RIP RAP 200.000 TON 50.00 40.05 41.250610 FUEL ADJUSTMENT 36,147.000 DOLL 1.00 1.00 1.000620 ASPHALT ADJUSTMENT 70,207.000 DOLL 1.00 1.00 1.000630 SLIP RAMP 1.000 LS 50,000.00 90,060.67 61,800.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60640 SLIP RAMP 1.000 LS 50,000.00 90,060.67 61,800.000650 SLIP RAMP 1.000 LS 50,000.00 91,776.66 61,800.000660 SLIP RAMP 1.000 LS 50,000.00 90,060.67 61,800.000670 RELOCATE TUBULAR MARKER 570.000 EACH 35.00 21.59 36.150680 TEMP MEDIAN CROSSOVER 8.000 EACH 50,000.00 83,335.71 75,000.000690 G/R STEEL W BEAM-S FACE (7 FT POST) 27,875.000 LF 15.00 16.05 15.450700 WATER BLASTING EXISTING STRIPE 180,400.000 LF .55 .46 .470710 TRIM AND REMOVE TREES AND BRUSH 1.800 ACRE 25,000.00 13,467.00 13,875.000720 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 25,000.00 11,466.21 97,000.000730 REMOVE AND RESET END TREATMENT 22.000 EACH 1,050.00 1,050.00 1,100.000740 CRUSHED AGGREGATE SIZE NO 2 11.000 TON 45.00 78.25 80.500750 CULVERT PIPE-15 IN 162.000 LF 70.00 116.15 120.000760 CULVERT PIPE-18 IN 8.000 LF 150.00 343.40 353.000770 CULVERT PIPE-24 IN 4.000 LF 200.00 333.95 344.000780 CULVERT PIPE-30 IN 8.000 LF 150.00 185.00 190.000790 PERFORATED PIPE-4 IN 3,415.000 LF 8.00 4.40 4.500800 NON-PERFORATED PIPE-4 IN 258.000 LF 12.00 12.75 13.150810 PERF PIPE HEADWALL TY 1-4 IN 6.000 EACH 400.00 797.25 820.000820 PERF PIPE HEADWALL TY 3-4 IN 9.000 EACH 450.00 1,045.75 1,075.000830 PIPE CULVERT HEADWALL-15 IN 3.000 EACH 1,400.00 1,313.50 1,355.000840 PIPE CULVERT HEADWALL-24 IN 1.000 EACH 1,500.00 1,742.75 1,795.000850 PIPE CULVERT HEADWALL-30 IN 1.000 EACH 2,000.00 2,031.50 2,100.000860 SLOPED BOX OUTLET TYPE 1-15 IN 5.000 EACH 2,000.00 1,895.80 1,950.000870 SLOPED BOX OUTLET TYPE 1-18 IN 2.000 EACH 2,200.00 1,895.80 1,950.000880 CURB BOX INLET TYPE B 2.000 EACH 4,000.00 4,154.15 4,280.000890 DROP BOX INLET TYPE 1 1.000 EACH 3,200.00 3,240.00 3,300.000900 FLUME INLET TYPE 2 8.000 EACH 4,200.00 3,668.50 3,800.000910 CORED HOLE DRAINAGE BOX CON-4 IN 19.000 EACH 100.00 254.50 260.000920 REMOVE PAVED DITCH 15,688.000 SQYD 8.00 6.50 6.700930 FENCE-WOVEN WIRE TYPE 1 100.000 LF 27.45 27.45 28.250940 CHANNEL LINING CLASS II 9,402.000 TON 32.00 32.75 33.750950 FABRIC GEOTEXTILE TY IV FOR PIPE 260.000 SQYD 2.00 2.00 2.000960 CONCRETE-CLASS A 33.000 CUYD 500.00 721.25 740.000970 CHANNEL LINING CLASS III-MOD 2,991.000 TON 70.00 37.80 39.000980 HDPE PIPE LINER 150.000 LF 230.00 197.40 203.000990 HDPE PIPE LINER 183.000 LF 265.00 240.45 247.001000 HDPE PIPE LINER 134.000 LF 330.00 299.25 308.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder61010 HDPE PIPE LINER 178.000 LF 150.00 68.25 70.001020 GEOMEMBRANE LINED RIP-RAP DITCH 1,117.000 SQYD 80.00 48.25 49.501030 MASONRY COATING 200.000 SQYD 10.00 9.00 9.251040 ELIMINATE TRANSVERSE JOINT 52.000 LF 700.00 800.00 824.001050 EPOXY SAND SLURRY 240.000 SQYD 25.00 25.00 25.751060 REM EPOXY BIT FOREIGN OVERLAY 551.000 SQYD 15.00 18.00 18.501070 CONC CLASS M FULL DEPTH PATCH 5.000 CUYD 800.00 1,000.00 1,030.001080 CONCRETE OVERLAY-LATEX 19.100 CUYD 1,800.00 1,800.00 1,855.001090 BLAST CLEANING 720.000 SQYD 5.00 8.00 8.251100 CONCRETE PATCHING REPAIR 100.000 SQFT 120.00 100.00 103.001110 PARTIAL DEPTH PATCHING 8.000 CUYD 1,000.00 2,000.00 2,060.001120 MASONRY COATING 200.000 SQYD 10.00 9.00 9.251130 ELIMINATE TRANSVERSE JOINT 52.000 LF 700.00 800.00 824.001140 EPOXY SAND SLURRY 240.000 SQYD 25.00 25.00 25.751150 CONCRETE OVERLAY-LATEX 19.100 CUYD 1,800.00 1,800.00 1,855.001160 BLAST CLEANING 720.000 SQYD 5.00 8.00 8.251170 MACHINE PREP OF SLAB 551.000 SQYD 15.00 15.00 15.451180 CONCRETE PATCHING REPAIR 50.000 SQFT 150.00 100.00 103.001190 PARTIAL DEPTH PATCHING 8.000 CUYD 1,000.00 2,000.00 2,060.001200 ELIMINATE TRANSVERSE JOINT 80.000 LF 700.00 800.00 824.001210 EPOXY SAND SLURRY 100.000 SQYD 35.00 25.00 25.751220 CONCRETE OVERLAY-LATEX 10.500 CUYD 2,200.00 1,800.00 1,855.001230 BLAST CLEANING 365.000 SQYD 8.00 8.00 8.251240 MACHINE PREP OF SLAB 303.000 SQYD 15.00 15.00 15.451250 CONCRETE PATCHING REPAIR 50.000 SQFT 150.00 100.00 103.001260 PARTIAL DEPTH PATCHING 4.000 CUYD 1,000.00 2,000.00 2,060.001270 ELIMINATE TRANSVERSE JOINT 80.000 LF 700.00 800.00 824.001280 EPOXY SAND SLURRY 100.000 SQYD 35.00 25.00 25.751290 CONCRETE OVERLAY-LATEX 10.500 CUYD 2,200.00 1,800.00 1,855.001300 BLAST CLEANING 365.000 SQYD 8.00 8.00 8.241310 MACHINE PREP OF SLAB 303.000 SQYD 15.00 15.00 15.451320 CONCRETE PATCHING REPAIR 50.000 SQFT 150.00 100.00 103.001330 PARTIAL DEPTH PATCHING 4.000 CUYD 1,000.00 2,000.00 2,060.001340 MOBILIZATION 1.000 LS 570,000.00 596,000.00 380,000.001350 DEMOBILIZATION 1.000 LS 176,524.73 190,000.00 185,000.00

Total Bid 12,290,000.00 12,570,329.41 12,835,786.65


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 104


ENGINEERS ESTIMATE 6,066,723.81 LOW BIDDER is -26.04% from ENGINEERS ESTIMATEApparent Low Bidder Low > YAGER MATERIALS LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 7,566.000 TON 20.00 24.000020 ASPHALT SEAL AGGREGATE 386.000 TON 65.87 67.900030 ASPHALT SEAL COAT 46.000 TON 805.96 675.000040 CL2 ASPH BASE 1.50D PG64-22 11,927.000 TON 50.00 54.000050 CL3 ASPH BASE 1.50D PG64-22 14,102.000 TON 50.00 54.000060 CL2 ASPH BASE 1.00D PG64-22 7,952.000 TON 51.70 60.000070 CL3 ASPH BASE 1.00D PG64-22 9,289.000 TON 50.70 62.000080 CL2 ASPH SURF 0.50D PG64-22 3,976.000 TON 74.00 68.000090 CL3 ASPH SURF 0.50B PG64-22 4,771.000 TON 79.00 81.000100 BREAKING AND SEATING PAVEMENT 56,003.000 SQYD .80 .600110 CRUSHED AGGREGATE SIZE NO 2 669.000 TON 28.75 26.000120 CULVERT PIPE-18 IN 8.000 LF 207.50 100.000130 S & F BOX INLET-OUTLET-18 IN 1.000 EACH 3,517.00 3,200.000140 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 215.000 EACH 6.17 6.000150 BARRICADE-TYPE III 8.000 EACH 240.00 53.000160 REMOVE PCC PAVEMENT 1,960.000 SQYD 7.20 11.750170 REMOVE PAVED DITCH 120.000 SQYD 37.30 6.500180 FLOWABLE FILL 8.000 CUYD 323.00 350.000190 GUARDRAIL TERMINAL SECTION NO 1 27.000 EACH 51.45 50.000200 GUARDRAIL CONNECTOR TO BRIDGE END TY A 6.000 EACH 2,572.71 2,500.000210 GUARDRAIL END TREATMENT TYPE 1 42.000 EACH 1,955.26 1,900.000220 GUARDRAIL END TREATMENT TYPE 2A 2.000 EACH 617.45 600.000230 GUARDRAIL END TREATMENT TYPE 7 3.000 EACH 1,234.90 1,200.000240 REMOVE GUARDRAIL 17,875.000 LF 1.85 1.800250 GUARDRAIL END TREATMENT TYPE 4A 1.000 EACH 1,955.26 1,900.000260 CHANNEL LINING CLASS II 1,900.000 TON 28.50 28.300270 CHANNEL LINING CLASS III 2,100.000 TON 28.50 29.75

1 02827 YAGER MATERIALS LLC 4,486,699.122 00697 J H RUDOLPH & CO INC AND SUBSIDIARIES 4,795,986.75

Contid: 14-1060

County: DAVIESS District: 02 Date Let: 10-24-14 Contid: 14-1060 SYP: 02-02080.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60280 TEMPORARY SIGNS 320.000 SQFT 10.00 3.180290 DITCHING AND SHOULDERING 22,878.000 LF 1.33 2.050300 FABRIC-GEOTEXTILE TYPE IV 1,055.000 SQYD 1.17 2.500310 MAINTAIN & CONTROL TRAFFIC 1.000 LS 84,000.00 70,000.000320 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 3,500.00 1,908.000330 SHOULDER RUMBLE STRIPS-SAWED 45,755.000 LF .23 .230340 STAKING 1.000 LS 3,300.00 9,000.000350 CLEAN PIPE STRUCTURE 2.000 EACH 1,300.00 1,975.000360 EROSION CONTROL BLANKET 3,500.000 SQYD 2.02 1.960370 STEEL POST MILE MARKERS 8.000 EACH 257.27 250.000380 PAVE STRIPING-TEMP PAINT-4 IN 185,700.000 LF .17 .170390 PAVE STRIPING-PERM PAINT-4 IN 91,530.000 LF .23 .230400 PAVE STRIPING-TEMP REM TAPE-B 800.000 LF 2.50 2.500410 PAVE STRIPING-TEMP REM TAPE-W 1,500.000 LF 1.35 1.350420 PAVE STRIPING-TEMP REM TAPE-Y 1,500.000 LF 1.35 1.350430 PAVEMENT MARKER TYPE V-BY 590.000 EACH 20.50 20.500440 FUEL ADJUSTMENT 88,161.000 DOLL 1.00 1.000450 ASPHALT ADJUSTMENT 214,598.000 DOLL 1.00 1.000460 G/R STEEL W BEAM-S FACE (7 FT POST) 17,875.000 LF 15.40 15.000470 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 8,700.00 8,000.000480 BRIDGE END DIGOUTS 1,960.000 SQYD 60.75 101.000490 MOBILIZATION 1.000 LS 75,000.00 27,000.000500 DEMOBILIZATION 1.000 LS 61,700.00 72,000.00

Total Bid 4,486,699.12 4,795,986.75


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 105


ENGINEERS ESTIMATE 4,531,476.74 LOW BIDDER is 18.72% from ENGINEERS ESTIMATEApparent Low Bidder Low > THE ALLEN COMPANY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 15,614.000 TON 24.300020 GEOGRID REINFORCEMENT FOR SUBGRADE 39,533.000 SQYD 2.200030 CL3 ASPH BASE 1.00D PG64-22 14,688.000 TON 72.100040 JPC PAVEMENT-6 IN/24 76.000 SQYD 96.500050 REMOVE PCC PAVEMENT 38,297.000 SQYD 16.950060 REMOVE PAVEMENT 2,715.000 SQYD 17.950070 CEM CONC ENT PAVEMENT-8 IN 3,801.000 SQYD 64.500080 SAW-CLEAN-RESEAL TVERSE JOINT 1,008.000 LF 2.000090 SAW-CLEAN-RESEAL LONGIT JOINT 1,044.000 LF 2.000100 ROADWAY EXCAVATION 637.000 CUYD 16.000110 GRANULAR EMBANKMENT 637.000 CUYD 28.850120 FABRIC-GEOTEXTILE TYPE IV 43,355.000 SQYD 1.550130 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,500.000140 ASPHALT PAVE MILLING & TEXTURING 552.000 TON 42.250150 CL3 ASPH SURF 0.38A PG64-22 2,379.000 TON 89.200160 ADJUST MANHOLE FRAME TO GRADE 43.000 EACH 850.000170 STANDARD CURB AND GUTTER MOD 12,871.000 LF 21.500180 STANDARD HEADER CURB 252.000 LF 30.000190 VALLEY GUTTER 190.000 LF 69.300200 BARRICADE-TYPE III 20.000 EACH 170.000210 STRUCTURE EXCAV-UNCLASSIFIED 372.000 CUYD 32.000220 FENCE-4 FT CHAIN LINK 213.000 LF 28.750230 CONCRETE-CLASS A FOR STEPS 1.300 CUYD 1,850.000240 CONCRETE-CLASS B 188.000 CUYD 670.000250 TEMPORARY SIGNS 1,500.000 SQFT 7.000260 EDGE KEY 67.000 LF 10.000270 HANDRAIL-TYPE A-1 743.000 LF 55.000280 MAINTAIN & CONTROL TRAFFIC 1.000 LS 190,000.00

1 00135 THE ALLEN COMPANY INC 5,379,940.88

Contid: 14-1062

County: CLARK District: 07 Date Let: 10-24-14 Contid: 14-1062 SYP: 07-02044.00

Proposal Description: STP 7252 (001) Length: 0 Miles Time: 11/01/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 TRUCK MOUNTED ATTENUATOR 1.000 EACH 2,000.000300 PORTABLE CHANGEABLE MESSAGE SIGN 6.000 EACH 5,500.000310 SIDEWALK-4 IN CONCRETE 4,341.000 SQYD 65.600320 REMOVE CONCRETE SIDEWALK 5,050.000 SQYD 6.900330 STAKING 1.000 LS 50,000.000340 ARROW PANEL 4.000 EACH 850.000350 ADJUST FIRE HYDRANT 3.000 EACH 4,185.000360 ADJUST WATER METER 72.000 EACH 315.000370 TEMP RELOCATION OF SIGNAL HEAD 4.000 EACH 252.530380 EROSION CONTROL BLANKET 900.000 SQYD 3.000390 SODDING 7,025.000 SQYD 5.450400 TOPSOIL FURNISHED AND PLACED 780.000 CUYD 40.000410 PAVE STRIPING-TEMP PAINT-4 IN 18,500.000 LF .380420 PAVE STRIPING-PERM PAINT-4 IN 27,806.000 LF .380430 PAVE STRIPING-TEMP REM TAPE-B 5,000.000 LF 2.030440 PAVE STRIPING-TEMP REM TAPE-W 3,800.000 LF 1.240450 PAVE STRIPING-TEMP REM TAPE-Y 3,800.000 LF 1.240460 PAVE MARKING-THERMO X-WALK-6 IN 178.000 LF 2.500470 PAVE MARKING-THERMO STOP BAR-24IN 406.000 LF 7.500480 PAVE MARKING-THERMO STR ARROW 4.000 EACH 60.000490 PAVE MARKING-THERMO CURV ARROW 65.000 EACH 75.000500 PAVE MARKING-THERMO COMB ARROW 3.000 EACH 110.000510 PAVE MARKING-THERMO ONLY 1.000 EACH 273.000520 PAVEMENT MARKER TY IVA-MW TEMP 500.000 EACH 5.000530 PAVEMENT MARKER TY IVA-MY TEMP 500.000 EACH 5.000540 PAVEMENT MARKER TYPE V-MW 48.000 EACH 19.000550 PAVEMENT MARKER TYPE V-MY 15.000 EACH 19.000560 PAVEMENT MARKER TYPE V-BY 419.000 EACH 19.000570 FUEL ADJUSTMENT 17,440.000 DOLL 1.000580 ASPHALT ADJUSTMENT 30,685.000 DOLL 1.000590 PAVE MARK TEMP PAINT STOP BAR 98.000 LF 2.000600 ADJUST GAS VALVE 57.000 EACH 198.000610 LAW ENFORCEMENT OFFICER 500.000 HOUR 45.000620 ADJUST WATER VALVE BOXES 50.000 EACH 350.000630 WATER BLASTING EXISTING STRIPE 15,500.000 LF .400640 PIPELINE VIDEO INSPECTION 1,243.000 LF 2.500650 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 35,000.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60660 DETECTABLE WARNINGS 491.000 SQFT 55.000670 STORM SEWER PIPE-12 IN 51.000 LF 134.000680 STORM SEWER PIPE-15 IN 2,373.000 LF 130.000690 STORM SEWER PIPE-24 IN 54.000 LF 254.000700 STORM SEWER PIPE-15 IN EQUIV 22.000 LF 221.500710 PERFORATED PIPE-4 IN 10,586.000 LF 11.400720 PERFORATED PIPE-6 IN 6,830.000 LF 12.450730 NON-PERFORATED PIPE-4 IN 151.000 LF 12.650740 NON-PERFORATED PIPE-6 IN 37.000 LF 15.000750 INSPECT & CERTIFY EDGE DRAIN SYSTEM 1.000 LS 3,000.000760 CURB BOX INLET TYPE A T 2.000 EACH 3,245.000770 CURB BOX INLET TYPE B 19.000 EACH 3,995.000780 DROP BOX INLET TYPE 12A 60.000 LF 412.000790 DROP BOX INLET TYPE 13S 4.000 EACH 5,265.000800 DROP BOX INLET TYPE 15 1.000 EACH 2,650.000810 REMOVE INLET 11.000 EACH 400.000820 CORED HOLE DRAINAGE BOX CON-4 IN 37.000 EACH 130.000830 CORED HOLE DRAINAGE BOX CON-6 IN 8.000 EACH 130.000840 MANHOLE TYPE A 15.000 EACH 2,925.000850 CAP INLET 6.000 SQYD 2,725.000860 CHANNEL LINING CLASS III 5.000 TON 82.000870 SAFELOADING 6.500 CUYD 285.000880 CLEAN ROADWAY DRAINS 3.000 EACH 500.000890 CLEAN PIPE STRUCTURE 4.000 EACH 414.200900 CONCRETE-CLASS A 2.000 CUYD 1,300.000910 CONDUIT-1 IN 35.000 LF 10.100920 CONDUIT-1 1/4 IN 40.000 LF 10.100930 ELECTRICAL JUNCTION BOX TYPE B 1.000 EACH 752.530940 TRENCHING AND BACKFILLING 75.000 LF 10.100950 LOOP WIRE 1,300.000 LF .560960 CABLE-NO. 14/1 PAIR 600.000 LF 1.260970 LOOP SAW SLOT AND FILL 600.000 LF 13.130980 MOBILIZATION 1.000 LS 250,000.000990 DEMOBILIZATION 1.000 LS 76,500.00

Total Bid 5,379,940.88


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 106

GRADE & DRAIN WITH ASPHALT SURFACE KY-363 AND KY-1006 ROUNDABOUTNumber of Bidders 2

ENGINEERS ESTIMATE 2,915,608.05 LOW BIDDER is -32.16% from ENGINEERS ESTIMATEApparent Low Bidder Low > ELMO GREER & SONS LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 3,110.000 TON 20.95 24.000020 TRAFFIC BOUND BASE 788.000 TON 17.50 26.000030 CRUSHED AGGREGATE SIZE NO 2 9,447.000 TON 14.48 23.000040 ASPHALT SEAL AGGREGATE 8.000 TON 300.00 975.000050 ASPHALT SEAL COAT 1.000 TON 1,600.00 2,100.000060 LEVELING & WEDGING PG64-22 306.000 TON 66.00 98.000070 CL3 ASPH BASE 1.00D PG64-22 4,412.000 TON 61.00 73.000080 CL3 ASPH SURF 0.38B PG64-22 760.000 TON 99.25 98.000090 JPC PAVEMENT-8 IN 365.000 SQYD 77.50 77.500100 CEM CONC ENT PAVEMENT-8 IN 170.000 SQYD 62.50 62.500110 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.00 2,000.000120 ASPHALT PAVE MILLING & TEXTURING 31.000 TON 211.00 209.000130 CRUSHED AGGREGATE SIZE NO 2 2.000 TON 100.00 135.000140 PERFORATED PIPE-4 IN 2,231.000 LF 11.00 7.000150 NON-PERFORATED PIPE-4 IN 625.000 LF 10.00 14.000160 NON-PERFORATED PIPE-6 IN 150.000 LF 12.00 14.000170 INSPECT & CERTIFY EDGE DRAIN SYSTEM 1.000 LS 2,000.00 2,000.000180 PERF PIPE HEADWALL TY 3-4 IN 1.000 EACH 541.00 650.000190 PERF PIPE HEADWALL TY 4-4 IN 1.000 EACH 467.00 650.000200 CORED HOLE DRAINAGE BOX CON-6 IN 4.000 EACH 500.00 250.000210 STANDARD CURB AND GUTTER 2,201.000 LF 18.50 20.000220 BARRIER CURB AND GUTTER 62.000 LF 25.50 27.000230 ISLAND CURB AND GUTTER 283.000 LF 36.50 38.000240 STANDARD HEADER CURB 1,002.000 LF 21.50 23.000250 BARRICADE-TYPE III 19.000 EACH 140.00 300.000260 TEMP DITCH 2,668.000 LF .01 1.000270 EMBANKMENT IN PLACE 11,725.000 CUYD 8.98 11.65

1 02520 ELMO GREER & SONS LLC 1,977,962.312 02628 KAY & KAY CONTRACTING LLC 2,164,472.00

Contid: 14-1064

County: LAUREL District: 11 Date Let: 10-24-14 Contid: 14-1064 SYP: 11-00904.01

Proposal Description: HSIP 5292 (006) Length: 0 Miles Time: 08/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60280 WATER 506.000 MGAL .01 1.000290 RIGHT-OF-WAY MONUMENT TYPE 1 23.000 EACH 100.00 125.000300 RIGHT-OF-WAY MONUMENT TYPE 1A 4.000 EACH 100.00 125.000310 WITNESS POST 3.000 EACH 50.00 125.000320 CHANNEL LINING CLASS II 11.000 TON 22.78 65.000330 CLEARING AND GRUBBING 1.000 LS 24,000.00 60,000.000340 TEMPORARY SIGNS 1,438.000 SQFT 7.25 7.000350 FABRIC-GEOTEXTILE TYPE I 29.000 SQYD 3.00 6.000360 FABRIC-GEOTEXTILE TYPE IV 28,573.000 SQYD 1.77 1.400370 MAINTAIN & CONTROL TRAFFIC 1.000 LS 11,500.00 25,000.000380 PORTABLE CHANGEABLE MESSAGE SIGN 5.000 EACH 3,500.00 3,000.000390 TEMP SILT FENCE 2,668.000 LF 2.00 2.500400 SILT TRAP TYPE A 7.000 EACH 100.00 300.000410 SILT TRAP TYPE B 7.000 EACH 100.00 300.000420 SILT TRAP TYPE C 7.000 EACH 100.00 300.000430 CLEAN SILT TRAP TYPE A 21.000 EACH 1.00 25.000440 CLEAN SILT TRAP TYPE B 21.000 EACH 1.00 25.000450 CLEAN SILT TRAP TYPE C 21.000 EACH 1.00 25.000460 CLEAN TEMP SILT FENCE 8,004.000 LF .01 .250470 STAKING 1.000 LS 8,500.00 15,000.000480 PVC PIPE-6 IN 100.000 LF 1.00 9.000490 EROSION CONTROL BLANKET 2,911.000 SQYD 1.00 1.150500 TEMP MULCH 31,876.000 SQYD .01 .160510 TEMP SEEDING AND PROTECTION 3,188.000 SQYD .01 .170520 SODDING 10,808.000 SQYD 5.45 5.080530 AGRICULTURAL LIMESTONE 7.000 TON 300.00 140.000540 PAVE STRIPING-TEMP PAINT-4 IN 20,623.000 LF .21 .210550 PAVE STRIPING-TEMP PAINT-12 IN 434.000 LF .54 .510560 PAVE STRIPING-PERM PAINT-4 IN 9,408.000 LF .19 .190570 PAVE STRIPING-PERM PAINT-8 IN 935.000 LF .36 .360580 PAVE STRIPING-PERM PAINT-12 IN 146.000 LF .54 .540590 PAVE MARKING-THERMO STR ARROW 2.000 EACH 100.00 100.000600 PAVE MARKING-THERMO CURV ARROW 6.000 EACH 110.00 110.000610 PAVE MARKING-THERMO COMB ARROW 10.000 EACH 145.00 145.000620 PAVE MARKING-THERMO ONLY 1.000 EACH 175.00 175.000630 FUEL ADJUSTMENT 13,299.000 DOLL 1.00 1.000640 ASPHALT ADJUSTMENT 13,219.000 DOLL 1.00 1.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60650 CLEAN TEMPORARY SILT DITCH 8,004.000 LF .01 .250660 TURF REINFORCEMENT MAT 1 693.000 SQYD 3.00 5.850670 PAVE MARK THERMO-LANE REDUCTION ARROW 2.000 EACH 375.00 375.000680 YIELD LINES 35.000 EACH 85.00 85.000690 PAVE MARK-THERMO-YIELD 8.000 EACH 365.00 365.000700 ENTRANCE PIPE-15 IN 337.000 LF 31.00 50.000710 STORM SEWER PIPE-12 IN 277.000 LF 35.00 60.000720 STORM SEWER PIPE-15 IN 334.000 LF 41.00 65.000730 STORM SEWER PIPE-18 IN 1,064.000 LF 46.00 65.000740 STORM SEWER PIPE-21 IN 123.000 LF 60.00 70.000750 STORM SEWER PIPE-18 IN EQUIV 78.000 LF 58.00 70.000760 SLOTTED DRAIN PIPE-12 IN 10.000 LF 191.00 120.000770 S & F BOX INLET-OUTLET-18 IN 1.000 EACH 2,150.00 3,600.000780 CURB BOX INLET TYPE A 4.000 EACH 2,300.00 3,700.000790 CURB BOX INLET TYPE A MOD 3.000 EACH 2,400.00 3,700.000800 DROP BOX INLET TYPE 11 8.000 EACH 2,000.00 3,000.000810 DROP BOX INLET TYPE 12A 20.000 LF 3,100.00 325.000820 DROP BOX INLET TYPE 13G 3.000 EACH 2,400.00 3,500.000830 DROP BOX INLET TYPE 14 1.000 EACH 1,700.00 2,600.000840 DROP BOX INLET TYPE 16G 1.000 EACH 2,600.00 3,500.000850 FABRIC GEOTEXTILE TY IV FOR PIPE 2,733.000 SQYD 2.00 2.000860 CONCRETE-CLASS A 3.930 CUYD 1,200.00 1,700.000870 STEEL REINFORCEMENT 38.000 LB 3.00 2.000880 PIPELINE VIDEO INSPECTION 1,949.000 LF 2.90 2.900890 DRAINAGE JUNCTION BOX TY B 2.000 EACH 2,000.00 2,200.000900 STEEL ENCASEMENT PIPE-OPEN CUT-16 IN 473.000 LF 140.00 70.000910 SANITARY SEWER MANHOLE 10.000 EACH 3,161.00 10.000920 PVC PIPE-4 IN 164.000 LF 41.00 30.000930 PVC PIPE-8 IN 1,495.000 LF 71.00 30.000940 CONNECT TO SERVICE 8.000 EACH 1,471.00 1,500.000950 CUT CAP AND BLOCK FORCE MAIN 2.000 EACH 562.00 1,500.000960 CONNECT TO 8 IN 2.000 EACH 2,364.00 1,500.000970 PVC GRAVITY SEWER-6 IN 31.000 LF 152.00 30.000980 PVC FORCE MAIN-8 IN 982.000 LF 34.00 40.000990 CLEANOUT ASSEMBLY 8.000 EACH 593.00 1,200.001000 SBM ALUM SHEET SIGNS .080 IN 268.000 SQFT 18.00 15.451010 SBM ALUM SHEET SIGNS .125 IN 221.000 SQFT 18.00 17.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder61020 STEEL POST TYPE 2 1,074.000 LF 10.00 10.001030 REMOVE SIGN 12.000 EACH 150.00 45.001040 BARCODE SIGN INVENTORY 98.000 EACH 10.00 12.001050 POLE 30 FT MTG HT 8.000 EACH 1,296.00 1,200.001060 POLE 40 FT MTG HT 4.000 EACH 1,349.00 1,400.001070 BRACKET 6 FT 11.000 EACH 292.00 285.001080 BRACKET 10 FT 1.000 EACH 430.00 400.001090 POLE BASE 12.000 EACH 845.00 950.001100 TRANSFORMER BASE 12.000 EACH 342.00 450.001110 POLE W/SECONDARY CONTROL EQUIP 1.000 EACH 17,776.00 12,500.001120 FUSED CONNECTOR KIT 24.000 EACH 74.00 150.001130 CONDUIT-1 1/4 IN 1,585.000 LF 9.37 7.001140 CONDUIT-2 IN 1,004.000 LF 10.55 8.001150 TRENCHING AND BACKFILLING 2,059.000 LF 3.00 3.501160 WIRE-NO. 12 1,548.000 LF 1.00 .751170 WIRE-NO. 8 9,000.000 LF 1.15 1.501180 ELECTRICAL JUNCTION BOX TYPE A 10.000 EACH 733.00 600.001190 BORE AND JACK CONDUIT 530.000 LF 23.00 30.001200 LED LUMINAIRE 10.000 EACH 780.00 850.001210 STEEL ENCASEMENT PIPE-OPEN CUT-12 IN 129.000 LF 110.00 65.001220 STEEL ENCASEMENT PIPE-OPEN CUT-16 IN 109.000 LF 131.00 120.001230 DUCTILE IRON PIPE-6 IN 375.000 LF 59.00 45.001240 DUCTILE IRON PIPE-8 IN 1,738.000 LF 54.00 50.001250 COPPER PIPE-3/4 IN 417.000 LF 23.00 18.001260 CUT CAP & BLOCK 4.000 EACH 625.00 2,000.001270 GATE VALVE-6 IN 2.000 EACH 904.00 2,500.001280 GATE VALVE-8 IN 6.000 EACH 1,456.00 3,000.001290 CONNECT TO WATER MAIN 4.000 EACH 1,957.00 2,000.001300 FIRE HYDRANT ASSEMBLY 2.000 EACH 4,178.00 6,000.001310 TAPPING SLEEVE & VALVE 8 X 8 1.000 EACH 4,668.00 5,000.001320 WATER SERVICE RECONNECT-3/4 IN-1 IN 13.000 EACH 1,014.00 1,500.001330 PE WATER TUBING-2 IN 227.000 LF 27.00 120.001340 WATER METER WITH BOX 6.000 EACH 942.00 2,000.001350 DEMOBILIZATION 1.000 LS 28,840.00 31,596.26

Total Bid 1,977,962.31 2,164,472.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 108

BRIDGE REPLACEMENT PRYORSBURG TO DUBLIN ROAD (KY 1748)Number of Bidders 4

ENGINEERS ESTIMATE 592,311.92 LOW BIDDER is -15.71% from ENGINEERS ESTIMATEApparent Low Bidder Low > JIM SMITH CONTRACTING COMPANY LLC ANDAFFILIATES

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 444.000 TON 26.55 35.50 32.00 50.000020 CRUSHED AGGREGATE SIZE NO 2 3.000 TON 28.00 65.00 300.00 150.000030 ASPHALT SEAL AGGREGATE 1.000 TON 65.00 2,750.00 7,000.00 1,500.000040 ASPHALT SEAL COAT 1.000 TON 870.00 5,700.00 7,000.00 3,000.000050 CL2 ASPH BASE 0.75D PG64-22 456.000 TON 95.00 110.00 95.00 90.000060 CL2 ASPH SURF 0.38D PG64-22 75.000 TON 120.00 150.00 120.00 95.000070 ENTRANCE PIPE-18 IN 65.000 LF 25.00 19.50 49.00 75.000080 STORM SEWER PIPE-15 IN 25.000 LF 47.00 30.00 55.00 72.000090 PERFORATED PIPE-4 IN 24.000 LF 10.00 12.00 36.00 35.000100 NON-PERFORATED PIPE-4 IN 231.000 LF 10.00 8.00 7.00 35.000110 PERF PIPE HEADWALL TY 1-4 IN 3.000 EACH 500.00 575.00 600.00 800.000120 PIPE CULVERT HEADWALL-15 IN 2.000 EACH 935.00 1,040.00 1,400.00 1,300.000130 CURB BOX INLET TYPE B 2.000 EACH 4,200.00 4,105.00 3,400.00 6,000.000140 ISLAND HEADER CURB TYPE 2 100.000 LF 50.00 49.00 32.00 50.000150 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 8.000 EACH 6.00 5.00 5.00 6.000160 BARRICADE-TYPE III 4.000 EACH 50.00 120.00 150.00 200.000170 ROADWAY EXCAVATION 1,222.000 CUYD 14.55 33.00 18.00 45.000180 WATER 1.000 MGAL 1.00 1.00 1,000.00 1.000190 GUARDRAIL-STEEL W BEAM-S FACE 338.000 LF 17.00 24.50 26.25 17.000200 GUARDRAIL TERMINAL SECTION NO 1 1.000 EACH 50.00 50.00 50.00 50.000210 GUARDRAIL CONNECTOR TO BRIDGE END TY A 4.000 EACH 2,500.00 2,850.00 28.50 2,500.000220 GUARDRAIL END TREATMENT TYPE 1 3.000 EACH 2,200.00 2,200.00 2,300.00 2,200.000230 RIGHT-OF-WAY MONUMENT TYPE 1 10.000 EACH 140.00 100.00 100.00 140.000240 WITNESS POST 3.000 EACH 85.00 100.00 100.00 85.00

1 02618 JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES 499,248.062 00380 HAROLD COFFEY CONSTRUCTION CO INC 593,808.003 00788 WILKINS CONSTRUCTION COMPANY INC 628,858.684 02185 AMERICAN CONTRACTING & SERVICES INC 774,376.54

Contid: 14-1271

County: GRAVES District: 01 Date Let: 10-24-14 Contid: 14-1271 SYP: 01-01134.00

Proposal Description: STP BRZ 0103 (335) Length: 0.10 Miles Time: 115 WORKING


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60250 CHANNEL LINING CLASS II 226.000 TON 28.00 28.00 28.00 55.000260 CLEARING AND GRUBBING 1.000 LS 6,000.00 21,000.00 11,400.00 40,000.000270 TEMPORARY SIGNS 176.000 SQFT 10.00 18.00 16.00 12.000280 EDGE KEY 39.000 LF 84.45 100.00 65.00 100.000290 FABRIC-GEOTEXTILE TYPE I 613.000 SQYD 2.00 3.00 1.95 3.600300 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2,000.00 100.00 11,500.00 10,000.000310 TEMP SILT FENCE 472.000 LF 1.00 2.00 4.50 2.000320 SILT TRAP TYPE A 4.000 EACH 50.00 350.00 350.00 200.000330 SILT TRAP TYPE B 4.000 EACH 50.00 350.00 375.00 725.000340 CLEAN SILT TRAP TYPE A 12.000 EACH 25.00 1.00 75.00 50.000350 CLEAN SILT TRAP TYPE B 12.000 EACH 25.00 1.00 75.00 100.000360 CLEAN TEMP SILT FENCE 472.000 LF 1.00 .50 1.45 1.000370 STAKING 1.000 LS 2,000.00 8,500.00 11,000.00 15,000.000380 EROSION CONTROL BLANKET 1,903.000 SQYD 2.01 3.25 1.50 2.010390 TEMP MULCH 2,710.000 SQYD .21 1.00 1.00 .210400 TEMP SEEDING AND PROTECTION 1,713.000 SQYD .23 1.00 1.00 .230410 INITIAL FERTILIZER 1.000 TON 1,200.00 1,000.00 1,000.00 1,200.000420 20-10-10 FERTILIZER 1.000 TON 1,250.00 1,000.00 1,000.00 1,250.000430 SEEDING AND PROTECTION 2,710.000 SQYD 1.00 1.00 1.00 1.000440 AGRICULTURAL LIMESTONE 2.000 TON 450.00 250.00 250.00 450.000450 PAVE STRIPING-PERM PAINT-4 IN 944.000 LF 1.00 1.00 1.00 1.000460 STRUCTURE GRANULAR BACKFILL 74.000 CUYD 51.00 55.00 51.00 150.000470 REMOVE STRUCTURE 1.000 LS 27,000.00 17,500.00 45,318.00 38,000.000480 MASONRY COATING 176.000 SQYD 6.50 11.00 12.00 15.000490 ARMORED EDGE FOR CONCRETE 58.000 LF 57.00 45.00 66.00 110.000500 STRUCTURE EXCAVATION-COMMON 100.000 CUYD 12.00 265.00 38.00 192.000510 CYCLOPEAN STONE RIP RAP 200.000 TON 27.00 29.50 38.00 63.000520 TEST PILES 192.000 LF 73.00 143.00 99.00 145.000530 PILES-STEEL HP12X53 688.000 LF 55.50 39.00 88.00 50.000540 PILE POINTS-12 IN 20.000 EACH 111.35 100.00 125.00 150.000550 CONCRETE-CLASS A 84.000 CUYD 837.00 910.00 875.00 770.000560 CONCRETE-CLASS AA 69.000 CUYD 980.00 910.00 945.00 1,100.000570 STEEL REINFORCEMENT 3,806.000 LB .92 1.25 3.47 1.250580 STEEL REINFORCEMENT-EPOXY COATED 20,401.000 LB 1.09 1.15 1.55 1.350590 PRECAST PC BOX BEAM SB12 225.000 LF 216.00 195.00 251.00 515.000600 RAIL SYSTEM TYPE III 156.000 LF 113.33 115.00 105.00 140.000610 DEMOBILIZATION 1.000 LS 7,380.00 8,776.10 12,330.56 11,460.77


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Total Bid 499,248.06 593,808.00 628,858.68 774,376.54


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 109

ASPHALT PAVEMENT & ROADWAY REHAB FLEMINGSBURG ROAD (KY 32)Number of Bidders 1

ENGINEERS ESTIMATE 3,266,148.13 LOW BIDDER is -5.47% from ENGINEERS ESTIMATEApparent Low Bidder Low > HINKLE CONTRACTING COMPANY LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 5,217.000 TON 32.000020 TRAFFIC BOUND BASE 120.000 TON 32.000030 CRUSHED AGGREGATE SIZE NO 2 100.000 TON 40.000040 GEOGRID REINFORCEMENT FOR ASPH 54,947.000 SQYD 4.000050 LEVELING & WEDGING PG64-22 100.000 TON 94.000060 ASPHALT SCRATCH COURSE PG64-22 1,231.000 TON 94.000070 CL3 ASPH BASE 0.75D PG64-22 11,718.000 TON 85.000080 CL3 ASPH SURF 0.38B PG64-22 3,058.000 TON 96.000090 REMOVE PAVEMENT 200.000 SQYD 20.000100 ASPHALT PAVE MILLING & TEXTURING 8,615.000 TON 17.000110 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 31.000 EACH 5.000120 ROADWAY EXCAVATION 6,896.000 CUYD 16.750130 G/R STEEL W BEAM-S FACE (7 FT POST) 3,087.500 LF 16.000140 GUARDRAIL TERMINAL SECTION NO 1 4.000 EACH 55.000150 GUARDRAIL END TREATMENT TYPE 1 4.000 EACH 2,100.000160 GUARDRAIL END TREATMENT TYPE 2A 2.000 EACH 700.000170 REMOVE GUARDRAIL 2,862.500 LF 2.000180 GUARDRAIL END TREATMENT TYPE 4A 4.000 EACH 1,900.000190 TEMPORARY SIGNS 500.000 SQFT 5.000200 FABRIC-GEOTEXTILE TYPE IV 300.000 SQYD 9.500210 RETAINING WALL-GABION 400.000 CUYD 146.000220 MAINTAIN & CONTROL TRAFFIC 1.000 LS 181,100.000230 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 7,000.000240 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.000250 SHOULDER RUMBLE STRIPS-SAWED 23,549.000 LF .400260 STAKING 1.000 LS 10,000.000270 ARROW PANEL 4.000 EACH 1,500.000280 TEMP SIGNAL MULTI PHASE 1.000 EACH 5,000.00

1 03229 HINKLE CONTRACTING COMPANY LLC 3,087,622.33

Contid: 14-1273

County: ROWAN District: 09 Date Let: 10-24-14 Contid: 14-1273 SYP: 09-02035.00

Proposal Description: STP 0321 (026) Length: 2.23 Miles Time: 08/01/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 FLEXIBLE DELINEATOR POST-B/W 54.000 EACH 26.000300 STEEL POST MILE MARKERS 6.000 EACH 160.000310 PAVE STRIPING-TEMP PAINT-4 IN 140,000.000 LF .200320 PAVE STRIPING-PERM PAINT-4 IN 47,098.000 LF .200330 PAVE STRIPING-TEMP REM TAPE-B 1,000.000 LF 2.350340 PAVE STRIPING-TEMP REM TAPE-W 500.000 LF 2.000350 PAVE STRIPING-TEMP REM TAPE-Y 500.000 LF 2.000360 STRUCTURE EXCAVATION-COMMON 400.000 CUYD 13.150370 FUEL ADJUSTMENT 13,968.000 DOLL 1.000380 ASPHALT ADJUSTMENT 26,597.000 DOLL 1.000390 PAVE MARK TEMP PAINT STOP BAR 1,120.000 LF 5.600400 CENTERLINE RUMBLE STRIPS 11,774.000 LF .370410 SAWCUT PAVEMENT 23,549.000 LF .750420 EMBANKMENT 2,218.000 CUYD 13.400430 INSTALL LUMINAIRE POLE 1.000 EACH 5,600.000440 INSTALL LED SIGN 1.000 EACH 5,600.000450 INLAID PAVEMENT MARKER 590.000 EACH 24.500460 ENTRANCE PIPE-15 IN 358.000 LF 43.430470 ENTRANCE PIPE-18 IN 100.000 LF 54.660480 CULVERT PIPE-18 IN 16.000 LF 152.000490 CULVERT PIPE-24 IN 4.000 LF 296.000500 CULVERT PIPE-36 IN 12.000 LF 240.000510 CULVERT PIPE-48 IN 8.000 LF 305.000520 SLOTTED DRAIN PIPE-15 IN 100.000 LF 179.000530 PIPE CULVERT HEADWALL-24 IN 1.000 EACH 2,080.000540 PIPE CULVERT HEADWALL-36 IN 1.000 EACH 2,650.000550 PIPE CULVERT HEADWALL-48 IN 1.000 EACH 2,690.000560 REMOVE PIPE 28.000 LF 40.500570 SLOPED BOX OUTLET TYPE 1-18 IN 1.000 EACH 1,950.000580 DROP BOX INLET TYPE 1 3.000 EACH 4,630.000590 DROP BOX INLET TYPE 7 1.000 EACH 6,530.000600 JUNCTION BOX-48 IN 1.000 EACH 2,890.000610 DITCHING 11,774.000 LF 1.040620 REMOVE CONCRETE MASONRY 11.000 CUYD 614.000630 CHANNEL LINING CLASS II 404.000 TON 37.700640 PRECAST CONC BOX SECT 6.000 LF 964.000650 PRECAST CONC BOX SECT 6.000 LF 1,060.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60660 PRECAST CONC BOX SECT 6.000 LF 1,500.000670 PRECAST CONC BOX SECT 12.000 LF 1,200.000680 EROSION CONTROL BLANKET 15,000.000 SQYD 1.400690 FOUNDATION PREPARATION 1.000 LS 8,720.000700 CONCRETE-CLASS A 15.480 CUYD 1,970.000710 CONCRETE-CLASS D MOD 3.240 CUYD 2,750.000720 STEEL REINFORCEMENT 1,457.000 LB 2.500730 CLEAN CULVERT 1.000 LS 12,400.000740 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 38,000.000750 MOBILIZATION 1.000 LS 143,000.000760 DEMOBILIZATION 1.000 LS 42,975.00

Total Bid 3,087,622.33


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 110

BRIDGE WITH GRADE, DRAIN & SURFACE UPPER WOLF CREEK ROAD (CR 1134)Number of Bidders 5

ENGINEERS ESTIMATE 617,039.10 LOW BIDDER is -9.23% from ENGINEERS ESTIMATEApparent Low Bidder Low > KAY & KAY CONTRACTING LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 127.000 TON 60.00 60.00 60.00 60.00 60.000020 CL2 ASPH BASE 0.75D PG64-22 131.000 TON 135.00 135.00 135.00 135.00 135.000030 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 8.000 EACH 8.00 8.00 8.00 8.00 8.000040 BARRICADE-TYPE III 6.000 EACH 200.00 25.00 150.00 150.00 250.000050 TEMP DITCH 450.000 LF 2.00 1.50 1.00 1.00 6.000060 CLEAN TEMP DITCH 1,350.000 LF 1.00 .01 .01 .01 1.000070 ROADWAY EXCAVATION 631.000 CUYD 40.00 47.00 20.00 20.00 35.000080 GUARDRAIL END TREATMENT TYPE 7 4.000 EACH 1,100.00 1,100.00 1,100.00 1,100.00 1,100.000090 CLEARING AND GRUBBING 1.000 LS 45,000.00 30,000.00 100,000.00 59,000.00 60,000.000100 TEMPORARY SIGNS 41.500 SQFT 15.00 15.00 15.00 20.00 16.000110 EDGE KEY 41.000 LF 85.00 85.00 85.00 85.00 85.000120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5,000.00 5,400.00 10,000.00 6,300.00 8,800.000130 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 5,500.00 5,000.00 3,000.00 6,050.00 7,500.000140 TEMP SILT FENCE 900.000 LF 2.50 2.00 3.00 2.00 3.000150 SILT TRAP TYPE A 1.000 EACH 200.00 700.00 200.00 150.00 300.000160 SILT TRAP TYPE B 1.000 EACH 200.00 270.00 200.00 150.00 300.000170 SILT TRAP TYPE C 1.000 EACH 275.00 150.00 200.00 150.00 300.000180 CLEAN SILT TRAP TYPE A 3.000 EACH 80.00 50.00 1.00 25.00 50.000190 CLEAN SILT TRAP TYPE B 3.000 EACH 80.00 50.00 1.00 25.00 50.000200 CLEAN SILT TRAP TYPE C 3.000 EACH 80.00 50.00 1.00 25.00 50.000210 CLEAN TEMP SILT FENCE 1,350.000 LF 1.00 .50 .01 .10 1.000220 STAKING 1.000 LS 5,000.00 3,000.00 3,000.00 9,600.00 6,800.000230 REMOVE STRUCTURE 1.000 LS 15,000.00 62,000.00 75,000.00 72,000.00 155,000.000240 EROSION CONTROL BLANKET 352.000 SQYD 2.15 2.15 2.15 2.15 2.15

1 02628 KAY & KAY CONTRACTING LLC 560,100.002 03523 IRVINE CONTRACTING LLC 688,781.913 00349 BUSH & BURCHETT INC 696,905.944 01218 FREDERICK & MAY CONSTRUCTION CO 721,464.815 02292 CENTRAL BRIDGE COMPANY LLC 909,200.91

Contid: 14-1274

County: OWSLEY District: 10 Date Let: 10-24-14 Contid: 14-1274 SYP: 10-01108.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60250 TEMP MULCH 2,842.000 SQYD .28 .28 .28 .28 .280260 TEMP SEEDING AND PROTECTION 2,842.000 SQYD .31 .31 .31 .31 .310270 INITIAL FERTILIZER .100 TON 900.00 900.00 900.00 900.00 900.000280 20-10-10 FERTILIZER .150 TON 4,500.00 4,500.00 4,500.00 4,500.00 4,500.000290 SEEDING AND PROTECTION 2,842.000 SQYD .58 .58 .58 .58 .580300 AGRICULTURAL LIMESTONE 1.800 TON 140.00 140.00 140.00 140.00 140.000310 SBM ALUM SHEET SIGNS .080 IN 18.000 SQFT 22.75 22.75 22.75 22.75 22.750320 STEEL POST TYPE 2 30.000 LF 14.90 14.90 14.90 14.90 14.900330 GRANULAR PILE CORE 16.000 CUYD 110.00 90.00 1.00 45.00 75.000340 TURF REINFORCEMENT MAT 1 175.000 SQYD 6.00 6.00 6.00 6.00 6.000350 R/W MONUMENT TYPE 3 10.000 EACH 150.00 95.00 95.00 100.00 95.000360 BARCODE SIGN INVENTORY 2.000 EACH 10.00 10.00 10.00 10.00 10.000370 STRUCTURE GRANULAR BACKFILL 42.400 CUYD 60.00 81.00 70.00 45.00 34.000380 GUARDRAIL-STEEL W BEAM-S FACE A 100.000 LF 34.00 34.00 34.00 34.00 34.000390 MASONRY COATING 26.000 SQYD 10.00 15.00 10.00 16.00 12.000400 ARMORED EDGE FOR CONCRETE 32.000 LF 70.00 75.00 100.00 78.00 76.000410 STRUCTURE EXCAVATION-COMMON 316.500 CUYD 25.00 76.00 1.00 200.00 49.000420 STRUCTURE EXCAV-SOLID ROCK 66.000 CUYD 75.00 109.00 1.00 100.00 305.000430 CYCLOPEAN STONE RIP RAP 340.000 TON 35.00 45.00 36.00 32.00 75.000440 TEST PILES 42.000 LF 74.00 187.00 150.00 160.00 70.000450 PILES-STEEL HP12X53 71.000 LF 74.00 186.00 100.00 150.00 70.000460 PILE POINTS-12 IN 6.000 EACH 110.00 95.00 120.00 100.00 120.000470 CONCRETE-CLASS A 91.800 CUYD 870.00 1,100.00 1,150.00 1,045.00 1,050.000480 CONCRETE-CLASS AA 50.700 CUYD 870.00 1,194.00 1,400.00 1,472.00 1,500.000490 STEEL REINFORCEMENT 7,866.000 LB 1.50 1.72 1.50 1.12 1.150500 STEEL REINFORCEMENT-EPOXY COATED 10,160.000 LB 1.50 1.72 1.20 1.23 1.250510 PRECAST PC BOX BEAM CB21-48 644.700 LF 225.00 270.84 235.00 231.00 400.000520 GUARDRAIL-STEEL W BEAM-S FACE BR 312.000 LF 175.00 143.00 143.00 143.00 143.000530 DEMOBILIZATION 1.000 LS 8,353.06 11,000.00 10,500.00 10,662.05 13,436.47

Total Bid 560,100.00 688,781.91 696,905.94 721,464.81 909,200.91


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 111

BRIDGE REPLACEMENT WILDIE ROAD (CR 1071)Number of Bidders 5

ENGINEERS ESTIMATE 565,783.17 LOW BIDDER is -16.51% from ENGINEERS ESTIMATEApparent Low Bidder Low > KAY & KAY CONTRACTING LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 71.000 TON 80.00 95.00 95.00 55.00 95.000020 CRUSHED AGGREGATE SIZE NO 2 3.000 TON 125.00 200.00 60.00 30.00 75.000030 CL2 ASPH BASE 0.75D PG64-22 97.000 TON 140.00 120.00 120.00 120.00 120.000040 CL2 ASPH SURF 0.38D PG64-22 20.000 TON 275.00 230.00 230.00 230.00 230.000050 PERFORATED PIPE-4 IN 80.000 LF 9.00 8.00 8.00 1.50 8.340060 NON-PERFORATED PIPE-4 IN 20.000 LF 9.00 8.00 11.00 1.50 13.800070 PERF PIPE HEADWALL TY 1-4 IN 2.000 EACH 850.00 625.00 775.00 600.00 879.750080 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 4.000 EACH 8.00 8.00 8.00 8.00 8.000090 BARRICADE-TYPE III 6.000 EACH 200.00 150.00 175.00 50.00 247.250100 TEMP DITCH 120.000 LF 2.00 1.00 5.00 1.55 4.890110 CLEAN TEMP DITCH 120.000 LF 1.00 1.00 1.00 .75 1.150120 ROADWAY EXCAVATION 157.000 CUYD 11.00 20.00 19.00 60.00 41.400130 BORROW EXCAVATION 40.000 CUYD 40.00 10.00 60.00 35.00 41.400140 GRANULAR EMBANKMENT 43.000 CUYD 40.00 32.00 54.00 41.00 40.250150 GUARDRAIL-STEEL W BEAM-S FACE A 100.000 LF .01 .01 .01 .01 22.050160 GUARDRAIL END TREATMENT TYPE 7 4.000 EACH 1,100.00 1,100.00 1,100.00 1,100.00 1,260.000170 CHANNEL LINING CLASS III 81.000 TON 25.00 28.00 30.50 38.00 28.870180 CLEARING AND GRUBBING 1.000 LS 16,000.00 25,000.00 32,000.00 28,000.00 50,000.000190 TEMPORARY SIGNS 86.500 SQFT 15.00 18.00 15.00 15.00 9.780200 EDGE KEY 33.000 LF 100.00 26.65 26.65 75.00 26.650210 FABRIC-GEOTEXTILE TYPE IV 129.000 SQYD 2.00 2.00 2.50 2.50 2.880220 MAINTAIN & CONTROL TRAFFIC 1.000 LS 3,000.00 3,200.00 7,400.00 2,500.00 6,267.500230 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 3,600.00 3,400.00 3,650.00 2,500.00 3,680.000240 TEMP SILT FENCE 120.000 LF 3.00 2.00 3.00 2.50 500.00

1 02628 KAY & KAY CONTRACTING LLC 472,350.002 01218 FREDERICK & MAY CONSTRUCTION CO 500,851.703 02292 CENTRAL BRIDGE COMPANY LLC 504,868.574 03523 IRVINE CONTRACTING LLC 543,018.805 03201 JAVE LLC 577,334.24

Contid: 14-1278

County: ROCKCASTLE District: 08 Date Let: 10-24-14 Contid: 14-1278 SYP: 08-01057.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60250 SILT TRAP TYPE A 2.000 EACH 200.00 150.00 300.00 392.00 275.000260 SILT TRAP TYPE B 2.000 EACH 200.00 150.00 300.00 125.00 275.000270 CLEAN SILT TRAP TYPE A 6.000 EACH 1.00 10.00 25.00 82.00 1.000280 CLEAN SILT TRAP TYPE B 6.000 EACH 1.00 10.00 25.00 41.00 1.000290 CLEAN TEMP SILT FENCE 120.000 LF 1.00 .10 .10 .82 1.000300 STAKING 1.000 LS 4,000.00 5,000.00 4,500.00 5,000.00 5,000.000310 REMOVE STRUCTURE 1.000 LS 16,000.00 22,500.00 34,000.00 21,000.00 14,662.500320 EROSION CONTROL BLANKET 340.000 SQYD 1.75 1.75 1.75 1.75 3.000330 TEMP MULCH 1,700.000 SQYD .30 .30 .30 .30 .500340 TEMP SEEDING AND PROTECTION 340.000 SQYD .33 .33 .33 .33 .500350 INITIAL FERTILIZER .050 TON 2,500.00 2,500.00 2,500.00 2,500.00 5,000.000360 20-10-10 FERTILIZER .090 TON 8,000.00 8,000.00 8,000.00 8,000.00 5,000.000370 SEEDING AND PROTECTION 1,700.000 SQYD .58 .58 .58 .58 1.000380 AGRICULTURAL LIMESTONE 1.050 TON 140.00 140.00 140.00 140.00 350.000390 TURF REINFORCEMENT MAT 1 75.000 SQYD 6.15 6.15 6.15 6.15 5.000400 R/W MONUMENT TYPE 3 7.000 EACH 150.00 85.00 90.00 90.00 125.000410 STRUCTURE GRANULAR BACKFILL 558.000 CUYD 40.00 32.00 34.00 40.00 35.750420 GUARDRAIL-STEEL W BEAM-S FACE A 100.000 LF 35.00 35.00 35.00 35.00 .010430 MASONRY COATING 59.000 SQYD 10.00 16.00 9.50 11.00 8.050440 ARMORED EDGE FOR CONCRETE 42.000 LF 100.00 82.00 77.00 65.00 103.500450 STRUCTURE EXCAVATION-COMMON 915.000 CUYD 12.50 10.00 22.00 21.00 23.000460 STRUCTURE EXCAV-SOLID ROCK 111.000 CUYD 60.00 80.00 95.00 80.00 80.500470 CYCLOPEAN STONE RIP RAP 275.000 TON 40.00 31.00 43.00 34.00 29.330480 COFFERDAM 1.000 LS 1.00 1.00 1.00 1.00 1.150490 CONCRETE-CLASS A 177.100 CUYD 600.00 525.00 430.00 684.00 516.350500 CONCRETE-CLASS AA 26.000 CUYD 600.00 2,000.00 1,295.00 1,250.00 861.350510 STEEL REINFORCEMENT 21,158.000 LB 1.20 1.10 1.05 1.10 1.020520 STEEL REINFORCEMENT-EPOXY COATED 3,591.000 LB 1.20 1.25 1.15 1.25 1.370530 PRECAST PC BOX BEAM CB33-48 420.000 LF 300.00 322.00 315.00 352.40 332.470540 GUARDRAIL-STEEL W BEAM-S FACE BR 168.000 LF 180.00 145.00 145.00 145.00 153.000550 DEMOBILIZATION 1.000 LS 6,988.75 7,401.75 7,461.12 8,300.00 8,533.01

Total Bid 472,350.00 500,851.70 504,868.57 543,018.80 577,334.24


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 112

GRADE & DRAIN WITH ASPHALT SURFACE EAST MAIN STREET (KY 1268)Number of Bidders 2

ENGINEERS ESTIMATE 70,425.78 LOW BIDDER is 30.77% from ENGINEERS ESTIMATEApparent Low Bidder Low > BLUEGRASS CONTRACTING CORPORATION

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 53.100 TON 40.50 55.000020 CL2 ASPH BASE 0.75D PG64-22 2.300 TON 725.00 300.000030 CL2 ASPH SURF 0.38D PG64-22 1.440 TON 727.00 385.000040 CEM CONC ENT PAVEMENT-8 IN 46.600 SQYD 167.00 185.000050 STANDARD CURB AND GUTTER MOD 38.000 LF 42.50 55.000060 REMOVE CURB AND GUTTER 38.000 LF 18.00 14.000070 VALLEY GUTTER 8.000 LF 172.00 90.000080 REMOVE PAVEMENT 108.000 SQYD 31.50 16.500090 REMOVE TREES OR STUMPS 1.000 EACH 4,279.00 2,200.000100 CONCRETE-CLASS A FOR STEPS .550 CUYD 2,354.00 2,525.000110 TEMPORARY SIGNS 32.000 SQFT 24.25 20.900120 FABRIC GEOTEXTILE TY IV FOR PIPE 588.000 SQYD 2.00 2.000130 REMOVE & RESET FIRE HYDRANT 1.000 EACH 5,127.00 2,625.000140 MAINTAIN & CONTROL TRAFFIC 1.000 LS 6,970.00 9,600.000150 SIDEWALK-4 IN CONCRETE 23.000 SQYD 117.00 105.000160 REMOVE CONCRETE SIDEWALK 23.000 SQYD 37.00 20.000170 HANDRAIL-METAL 10.000 LF 156.50 160.000180 SAW CUT 71.000 LF 5.10 10.000190 REMOVE 1.000 LS 646.50 365.000200 BRICK-PAVERS FOR SIDEWALK 3.200 SQYD 323.00 335.000210 CONNECT STORM LATERAL TO STORM SEWER 5.000 EACH 907.00 1,150.000220 REMOVE HANDRAIL 1.000 LS 103.50 150.000230 REMOVE BRICK PAVER 3.200 SQYD 73.50 100.000240 REMOVE & RESET LIGHT POLE 1.000 EACH 3,159.00 2,000.000241 MAINTAIN PEDESTRIAN ACCESS 1.000 LS 787.50 4,475.000250 STORM SEWER PIPE-18 IN 96.000 LF 102.00 100.000260 STORM SEWER PIPE-18 IN EQUIV 93.000 LF 107.50 125.50

1 00129 BLUEGRASS CONTRACTING CORPORATION 92,096.732 00135 THE ALLEN COMPANY INC 93,926.95

Contid: 14-1281

County: JESSAMINE District: 07 Date Let: 10-24-14 Contid: 14-1281 SYP: 07-00396.00

Proposal Description: STPM 5299 (003) Length: 0.12 Miles Time: 30 WORKING


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 DROP BOX INLET TYPE 3 1.000 EACH 4,259.00 4,375.000280 DROP BOX INLET TYPE 10 1.000 EACH 4,045.00 3,455.000290 MANHOLE TYPE A 1.000 EACH 3,387.00 3,550.000300 CURB BOX INLET TY F-MOD 1.000 EACH 3,938.00 5,000.000310 DEMOBILIZATION 1.000 LS 1,362.00 1,390.00

Total Bid 92,096.73 93,926.95


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 114

ASPHALT SURFACE WITH GUARDRAIL SHEPHERDSVILLE ROAD (KY 44)Number of Bidders 2

ENGINEERS ESTIMATE 930,094.30 LOW BIDDER is 17.22% from ENGINEERS ESTIMATEApparent Low Bidder Low > HINKLE ENVIRONMENTAL SERVICES LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 632.000 TON 115.00 125.000020 CL2 ASPH BASE 1.00D PG64-22 587.000 TON 100.00 160.000030 CL2 ASPH SURF 0.38D PG64-22 1,106.000 TON 85.00 125.000040 CULVERT PIPE-18 IN 94.000 LF 270.00 350.000050 CULVERT PIPE-24 IN 27.000 LF 400.00 350.000060 PIPE CULVERT HEADWALL-18 IN 1.000 EACH 2,100.00 2,000.000070 REMOVE PIPE 91.000 LF 90.00 150.000080 S & F BOX INLET-OUTLET-18 IN 1.000 EACH 3,500.00 2,500.000090 S & F BOX INLET-OUTLET-24 IN 2.000 EACH 3,150.00 3,000.000100 DROP BOX INLET TYPE 1 20.000 EACH 4,000.00 5,000.000110 SAFETY BOX INLET-18 IN SDB-1 8.000 EACH 3,750.00 3,000.000120 SAFETY BOX INLET-18 IN DBL SDB-5 4.000 EACH 4,825.00 4,000.000130 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 345.000 EACH 8.00 8.000140 EMBANKMENT IN PLACE 175.000 CUYD 37.00 30.000150 DITCHING 5,000.000 LF 3.00 1.250160 GUARDRAIL TERMINAL SECTION NO 1 3.000 EACH 50.00 50.000170 GUARDRAIL END TREATMENT TYPE 1 4.000 EACH 2,000.00 2,200.000180 GUARDRAIL END TREATMENT TYPE 7 2.000 EACH 2,500.00 1,200.000190 REMOVE GUARDRAIL 6,387.500 LF 10.00 2.800200 CHANNEL LINING CLASS II 300.000 TON 33.00 100.000210 TEMPORARY SIGNS 388.000 SQFT 5.00 3.000220 FABRIC-GEOTEXTILE TYPE IV 500.000 SQYD 2.00 2.000230 RETAINING WALL-GABION 450.000 CUYD 180.00 250.000240 REMOVE HEADWALL 31.000 EACH 650.00 500.000250 MAINTAIN & CONTROL TRAFFIC 1.000 LS 89,500.00 65,000.000260 MOBILIZATION FOR MILL & TEXT 1.000 LS 4,000.00 2,000.000270 ASPHALT PAVE MILLING & TEXTURING 1,646.000 TON 50.00 25.00

1 03486 HINKLE ENVIRONMENTAL SERVICES LLC 1,090,235.942 00563 LOUISVILLE PAVING COMPANY INC 1,109,000.00

Contid: 14-4012

County: BULLITT District: 05 Date Let: 10-24-14 Contid: 14-4012 SYP: 05-09003.00

Proposal Description: HSIP 5118 (040) Length: 9.29 Miles Time: 08/01/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60280 STAKING 1.000 LS 15,000.00 30,000.000290 CLEAN ROADWAY DRAINS 10.000 EACH 1,000.00 500.000300 EROSION CONTROL BLANKET 4,256.000 SQYD 1.05 1.050310 SBM ALUM SHEET SIGNS .080 IN 796.000 SQFT 14.50 18.000320 SBM ALUM SHEET SIGNS .125 IN 208.000 SQFT 16.00 19.170330 STEEL POST TYPE 1 1,879.000 LF 10.20 12.000340 PAVE STRIPING-TEMP PAINT-4 IN 30,000.000 LF .12 .140350 PAVE STRIPING-PERM PAINT-4 IN 20,000.000 LF .13 .140360 REMOVE PAVEMENT MARKER TYPE V 110.000 EACH 10.00 5.000370 MILLED RUMBLE STRIPS 9,068.000 LF .92 .920380 CENTERLINE RUMBLE STRIPS 4,534.000 LF .92 .920390 REMOVE SIGN 60.000 EACH 45.00 25.000400 G/R STEEL W BEAM-S FACE (7 FT POST) 6,387.500 LF 16.20 18.500410 DITCHING-SPECIAL 260.000 LF 22.00 16.000420 SHOULDERING-SPECIAL 7,080.000 LF 6.75 2.500430 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 26,000.00 18,000.000440 BARCODE SIGN INVENTORY 207.000 EACH 15.00 15.000450 DEMOBILIZATION 1.000 LS 16,115.00 16,491.25

Total Bid 1,090,235.94 1,109,000.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 115

GUARDRAIL AA HIGHWAY (KY 9)Number of Bidders 6

ENGINEERS ESTIMATE 612,287.07 LOW BIDDER is -21.26% from ENGINEERS ESTIMATEApparent Low Bidder Low > EDEN FENCE INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 820.000 TON 35.00 29.00 25.00 30.00 42.00 35.740020 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 800.000 EACH 6.60 6.00 5.00 5.00 5.75 6.070030 GUARDRAIL-STEEL W BEAM-S FACE 20,975.000 LF 13.97 14.90 15.00 14.50 15.74 17.230040 GUARDRAIL TERMINAL SECTION NO 1 15.000 EACH 37.75 28.50 50.00 40.00 45.00 51.900050 GUARDRAIL CONNECTOR TO BRIDGE END TY A 10.000 EACH 2,175.00 2,400.00 2,500.00 2,100.00 2,410.00 2,056.710060 GUARDRAIL END TREATMENT TYPE 2A 8.000 EACH 1.00 565.00 650.00 600.00 850.00 732.320070 REMOVE GUARDRAIL 23,118.000 LF 1.00 .01 1.00 .01 1.15 3.960080 GUARDRAIL END TREATMENT TYPE 4A 48.000 EACH 1,716.00 1,800.00 1,750.00 1,700.00 1,975.00 1,736.100090 TEMPORARY SIGNS 250.000 SQFT 9.10 .01 .01 .01 9.50 22.830100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 16,945.00 24,000.00 15,000.00 90,000.00 55,000.00 57,317.070110 ARROW PANEL 2.000 EACH 1.00 800.00 .01 500.00 1,980.00 2,195.120120 INITIAL FERTILIZER .060 TON 1,000.00 800.00 2,000.00 600.00 540.00 3,682.930130 20-10-10 FERTILIZER .100 TON 1,000.00 1,000.00 2,000.00 600.00 540.00 3,682.930140 SEEDING AND PROTECTION 2,000.000 SQYD .37 .30 1.00 .50 1.25 4.950150 AGRICULTURAL LIMESTONE 1.250 TON 45.00 130.00 200.00 100.00 85.00 2,067.070160 DEMOBILIZATION 1.000 LS 7,124.85 8,460.00 30,000.00 7,998.00 8,800.00 18,292.68

1 00432 EDEN FENCE INC 482,114.102 00241 N H STONE INC 491,659.183 02960 JAG INC 524,765.524 02595 GEORGE B STONE COMPANY LLC 541,190.185 02520 ELMO GREER & SONS LLC 594,974.856 02987 RMD HOLDINGS LTD D/B/A NATIONWIDE CONSTRUCTION GROUP 696,426.89

Total Bid 482,114.10 491,659.18 524,765.52 541,190.18 594,974.85 696,426.89

Contid: 14-4122

County: CARTER District: 09 Date Let: 10-24-14 Contid: 14-4122 SYP: 09-926



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 116


ENGINEERS ESTIMATE 442,151.76 LOW BIDDER is -19.01% from ENGINEERS ESTIMATEApparent Low Bidder Low > N H STONE INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 495.000 TON 28.00 30.00 35.00 28.00 47.00 40.910020 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 800.000 EACH 6.00 5.00 6.65 5.00 5.75 6.070030 GUARDRAIL-STEEL W BEAM-S FACE 16,575.000 LF 15.09 14.50 14.62 15.00 16.06 17.540040 GUARDRAIL TERMINAL SECTION NO 1 15.000 EACH 30.00 40.00 38.00 50.00 45.00 39.710050 GUARDRAIL END TREATMENT TYPE 2A 8.000 EACH 585.00 600.00 1.00 650.00 850.00 1,873.780060 REMOVE GUARDRAIL 14,565.000 LF .01 .01 1.00 1.00 1.20 3.960070 GUARDRAIL END TREATMENT TYPE 4A 33.000 EACH 1,800.00 1,700.00 1,770.00 1,750.00 1,975.00 1,736.100080 TEMPORARY SIGNS 250.000 SQFT .01 .01 9.10 .01 9.50 22.830090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 16,850.00 30,000.00 13,630.00 8,000.00 61,000.00 39,024.390100 ARROW PANEL 2.000 EACH 800.00 500.00 1.00 2,000.00 1,980.00 2,195.120110 INITIAL FERTILIZER .060 TON 800.00 600.00 1,000.00 2,000.00 540.00 4,414.630120 20-10-10 FERTILIZER .100 TON 900.00 600.00 1,000.00 20,000.00 540.00 4,414.630130 SEEDING AND PROTECTION 2,000.000 SQYD .30 .50 .37 1.00 1.25 4.950140 AGRICULTURAL LIMESTONE 1.250 TON 130.00 100.00 45.00 200.00 85.00 1,823.170150 DEMOBILIZATION 1.000 LS 5,293.00 5,300.00 5,330.85 25,000.00 6,815.00 14,634.15

1 00241 N H STONE INC 358,098.402 02595 GEORGE B STONE COMPANY LLC 358,356.653 00432 EDEN FENCE INC 360,718.604 02960 JAG INC 386,122.505 02520 ELMO GREER & SONS LLC 461,030.156 02987 RMD HOLDINGS LTD D/B/A NATIONWIDE CONSTRUCTION GROUP 523,028.12

Total Bid 358,098.40 358,356.65 360,718.60 386,122.50 461,030.15 523,028.12

Contid: 14-4123

County: GREENUP District: 09 Date Let: 10-24-14 Contid: 14-4123 SYP: 09-927



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 117


ENGINEERS ESTIMATE 1,057,454.40 LOW BIDDER is -18.85% from ENGINEERS ESTIMATEApparent Low Bidder Low > EDEN FENCE INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 1,050.000 TON 35.00 29.00 28.00 30.00 42.00 72.440020 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 800.000 EACH 6.60 6.00 5.00 5.00 5.75 15.090030 GUARDRAIL-STEEL W BEAM-S FACE 41,764.000 LF 14.27 15.40 15.50 14.50 15.54 18.840040 GUARDRAIL TERMINAL SECTION NO 1 12.000 EACH 38.00 28.00 50.00 40.00 45.00 63.230050 GUARDRAIL CONNECTOR TO BRIDGE END TY A 8.000 EACH 2,172.00 2,400.00 2,500.00 2,100.00 2,410.00 2,423.170060 GUARDRAIL END TREATMENT TYPE 1 1.000 EACH 1,875.00 1,950.00 2,000.00 1,800.00 2,075.00 2,396.160070 REMOVE GUARDRAIL 40,823.000 LF 1.00 .35 1.00 .01 1.15 2.800080 GUARDRAIL END TREATMENT TYPE 4A 70.000 EACH 1,618.00 1,800.00 1,750.00 1,700.00 1,975.00 2,082.980090 TEMPORARY SIGNS 250.000 SQFT 9.10 .01 .01 .01 9.40 38.640100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 30,460.00 40,000.00 20,000.00 120,000.00 58,500.00 51,037.780110 ARROW PANEL 2.000 EACH 1.00 800.00 2,000.00 500.00 1,980.00 2,124.180120 INITIAL FERTILIZER .060 TON 1,000.00 800.00 2,000.00 600.00 540.00 1,029.410130 20-10-10 FERTILIZER .100 TON 1,000.00 900.00 2,000.00 600.00 540.00 2,352.940140 SEEDING AND PROTECTION 2,000.000 SQYD .37 .30 1.00 .50 1.24 1.240150 AGRICULTURAL LIMESTONE 1.250 TON 45.00 145.00 200.00 100.00 85.00 282.350160 DEMOBILIZATION 1.000 LS 12,682.30 15,000.00 20,000.00 13,592.00 14,600.00 75,049.22

1 00432 EDEN FENCE INC 858,167.832 00241 N H STONE INC 897,711.403 02960 JAG INC 913,237.504 02595 GEORGE B STONE COMPANY LLC 915,381.735 02520 ELMO GREER & SONS LLC 986,886.666 02987 RMD HOLDINGS LTD D/B/A NATIONWIDE CONSTRUCTION GROUP 1,300,746.39

Total Bid 858,167.83 897,711.40 913,237.50 915,381.73 986,886.66 1,300,746.39

Contid: 14-4124

County: LEWIS District: 09 Date Let: 10-24-14 Contid: 14-4124 SYP: 09-928



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 118

GRADE & DRAIN WITH BRIDGE SIMPSONVILLE - BUCK CREEK ROAD (KY 1848)Number of Bidders 5

ENGINEERS ESTIMATE 8,705,694.96 LOW BIDDER is -8.52% from ENGINEERS ESTIMATEApparent Low Bidder Low > LOUISVILLE PAVING COMPANY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 11,269.000 TON 17.00 21.50 21.00 17.50 24.000020 TRAFFIC BOUND BASE 500.000 TON 20.00 25.25 30.00 23.44 63.000030 CRUSHED AGGREGATE SIZE NO 2 42,262.000 TON 15.00 16.25 15.00 16.50 17.000040 ASPHALT SEAL AGGREGATE 7.000 TON 362.25 362.25 925.00 362.25 1,000.000050 ASPHALT SEAL COAT 1.000 TON 1,500.00 1,500.00 700.00 1,500.00 3,000.000060 LEVELING & WEDGING PG76-22 673.000 TON 92.27 92.27 100.00 92.27 82.000070 CL3 ASPH BASE 1.00D PG64-22 11,440.000 TON 58.91 58.91 63.75 58.91 66.000080 CL3 ASPH BASE 1.00D PG76-22 5,988.000 TON 66.15 66.15 68.75 66.15 69.000090 CL3 ASPH SURF 0.38B PG76-22 2,515.000 TON 82.27 82.27 101.75 82.27 98.500100 PERFORATED PIPE-4 IN 160.000 LF 16.00 15.00 45.00 18.00 40.000110 STANDARD CURB AND GUTTER 7,092.000 LF 14.75 14.75 14.75 16.50 14.750120 BARRIER HEADER CURB 21.000 LF 25.00 25.00 25.00 35.00 25.000130 REMOVE CURB 141.000 LF 8.00 11.00 10.00 3.00 8.000140 STANDARD BARRIER MEDIAN TYPE 2 697.000 SQYD 60.00 60.00 60.00 60.00 60.000150 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 36.000 EACH 6.00 4.00 4.00 4.00 6.000160 BARRICADE-TYPE III 12.000 EACH 75.00 75.00 132.50 151.80 125.000170 REMOVE PAVEMENT 500.000 SQYD 5.21 8.00 5.00 6.00 6.500180 TEMP DITCH 4,830.000 LF 1.74 5.00 1.00 .25 3.000190 GRANULAR EMBANKMENT 1,330.000 CUYD 22.00 34.50 28.00 30.00 44.000200 EMBANKMENT IN PLACE 62,874.000 CUYD 13.00 13.50 14.00 10.85 17.600210 DITCHING 122.000 LF 1.00 11.00 4.00 10.00 20.000220 WATER 10.000 MGAL .01 1.00 1.00 1.00 1.000230 FENCE-WOVEN WIRE TYPE 1 527.000 LF 11.30 6.50 6.50 6.50 5.750240 GUARDRAIL-STEEL W BEAM-S FACE 3,562.500 LF 15.30 14.90 14.90 14.90 14.95

1 00563 LOUISVILLE PAVING COMPANY INC 7,964,000.002 01120 T & C CONTRACTING INC 8,193,500.003 00568 MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. 8,400,000.004 00138 HAYDON BRIDGE COMPANY INC 8,443,035.775 02326 E & B PAVING INC 8,982,600.00

Contid: 14-1280

County: SHELBY District: 05 Date Let: 10-24-14 Contid: 14-1280 SYP: 05-00348.01

Proposal Description: STP 5389 (003) Length: 1.00 Miles Time: 06/30/2016


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60250 GUARDRAIL TERMINAL SECTION NO 1 4.000 EACH 50.00 30.00 30.00 30.00 40.000260 GUARDRAIL CONNECTOR TO BRIDGE END TY A 4.000 EACH 2,500.00 2,385.00 2,385.00 2,385.00 2,100.000270 GUARDRAIL END TREATMENT TYPE 2A 1.000 EACH 600.00 625.00 625.00 625.00 700.000280 REMOVE GUARDRAIL 3,214.000 LF 2.00 1.00 1.00 1.00 1.200290 RIGHT-OF-WAY MONUMENT TYPE 1 29.000 EACH 100.00 84.00 84.00 84.00 85.000300 WITNESS POST 7.000 EACH 75.00 55.00 55.00 55.00 60.000310 CHANNEL LINING CLASS IA 36.000 TON 65.00 95.00 100.00 133.99 275.000320 CHANNEL LINING CLASS II 323.000 TON 30.00 36.50 37.00 40.68 44.000330 CHANNEL LINING CLASS III 1,499.000 TON 32.00 36.50 38.00 39.00 48.000340 CLEARING AND GRUBBING 1.000 LS 125,000.00 18,000.00 283,783.16 102,000.00 80,000.000350 TEMPORARY SIGNS 671.000 SQFT 3.00 3.00 5.00 7.50 5.000360 EDGE KEY 582.000 LF 16.00 16.00 9.00 16.00 20.000370 FABRIC-GEOTEXTILE TYPE I 2,189.000 SQYD 2.00 2.00 2.50 2.75 4.250380 FABRIC-GEOTEXTILE TYPE III 37,072.000 SQYD 1.25 1.40 1.00 2.45 1.300390 FABRIC-GEOTEXTILE TYPE IV 8,190.000 SQYD 2.00 1.80 1.50 2.80 2.400400 FABRIC GEOTEXTILE TY IV FOR PIPE 9,321.000 SQYD 2.00 2.00 2.00 2.00 2.000410 MAINTAIN & CONTROL TRAFFIC 1.000 LS 75,000.00 49,450.00 127,000.00 22,000.00 90,000.000420 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 9,000.00 8,000.00 9,010.00 5,500.00 5,500.000430 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.00 2,000.00 2,000.00 2,000.00 2,500.000440 ASPHALT PAVE MILLING & TEXTURING 373.000 TON 20.00 20.00 30.00 20.00 60.000450 SAFELOADING 195.000 CUYD 200.00 180.00 110.00 95.00 130.000460 TEMP SILT FENCE 4,830.000 LF 1.35 2.00 1.45 2.25 3.000470 SILT TRAP TYPE A 11.000 EACH 200.00 65.00 270.00 800.00 450.000480 SILT TRAP TYPE B 11.000 EACH 100.00 165.00 210.00 300.00 150.000490 SILT TRAP TYPE C 44.000 EACH 150.00 200.00 150.00 200.00 210.000500 CLEAN SILT TRAP TYPE A 22.000 EACH 1.00 40.00 60.00 100.00 20.000510 CLEAN SILT TRAP TYPE B 22.000 EACH 1.00 40.00 60.00 100.00 20.000520 CLEAN SILT TRAP TYPE C 88.000 EACH 1.00 40.00 60.00 100.00 10.000530 CLEAN TEMP SILT FENCE 9,660.000 LF .01 .65 .40 .01 .100540 SIDEWALK-4 IN CONCRETE 4,472.000 SQYD 31.00 31.00 31.00 34.37 31.000550 STAKING 1.000 LS 75,000.00 21,000.00 50,000.00 50,000.00 105,000.000560 REMOVE STRUCTURE 1.000 LS 69,713.37 251,100.00 190,000.00 295,000.00 316,000.000570 CONCRETE BARRIER WALL TYPE 9T 440.000 LF 25.00 75.00 40.00 50.00 50.000580 CLEAN ROADWAY DRAINS 1.000 EACH 1,000.00 130.00 478.78 3,500.00 500.000590 CLEAN PIPE STRUCTURE 1.000 EACH 2,000.00 850.00 500.00 800.00 3,500.000600 TEMP RELOCATION OF SIGNAL HEAD 3.000 EACH 200.00 250.00 500.00 500.00 250.000610 EROSION CONTROL BLANKET 455.000 SQYD 2.50 1.35 1.35 1.35 2.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60620 TEMP MULCH 53,240.000 SQYD .11 .16 .16 .16 .170630 TEMP SEEDING AND PROTECTION 26,620.000 SQYD .13 .17 .17 .17 .180640 INITIAL FERTILIZER 2.000 TON 1,200.00 975.00 975.00 975.00 800.000650 20-10-10 FERTILIZER 3.000 TON 1,250.00 850.00 850.00 850.00 800.000660 SEEDING AND PROTECTION 53,240.000 SQYD .32 .31 .31 .31 .330670 SPECIAL SEEDING CROWN VETCH 8,536.000 SQYD .12 .15 .15 .15 .220680 SODDING 3,733.000 SQYD 6.00 5.10 5.10 5.10 5.250690 AGRICULTURAL LIMESTONE 33.000 TON 150.00 140.00 140.00 140.00 30.000700 FLEXIBLE DELINEATOR POST-M/W 5.000 EACH 32.00 25.00 25.00 25.00 30.000710 PAVE STRIPING-TEMP PAINT-4 IN 22,938.000 LF .14 .14 .14 .14 .140720 PAVE STRIPING-PERM PAINT-4 IN 23,305.000 LF .14 .14 .14 .14 .140730 PAVE STRIPING-PERM PAINT-6 IN 1,811.000 LF .18 .18 .18 .18 .180740 PAVE STRIPING-PERM PAINT-8 IN 450.000 LF .19 .19 .19 .19 .190750 PAVE STRIPING REMOVAL-4 IN 6,696.000 LF .43 .43 .43 .43 .430760 PAVE STRIPING REMOVAL-6 IN 198.000 LF 1.00 1.00 1.00 1.00 1.000770 PAVE STRIPING REMOVAL-12 IN 118.000 LF 2.00 2.00 2.00 2.00 2.000780 PAVE STRIPING-THERMO-4 IN Y 30.000 LF 5.00 5.00 5.00 5.00 5.000790 PAVE STRIPING-THERMO-6 IN W 38.000 LF 7.00 7.00 7.00 7.00 7.000800 PAVE STRIPING-TEMP REM TAPE-W 1,882.000 LF 1.90 1.90 1.90 1.90 1.900810 PAVE STRIPING-TEMP REM TAPE-Y 1,769.000 LF 1.90 1.90 1.90 1.90 1.900820 PAVE MARKING-THERMO X-WALK-6 IN 511.000 LF 2.25 2.25 2.25 2.25 2.250830 PAVE MARKING-THERMO STOP BAR-24IN 198.000 LF 5.00 5.00 5.00 5.00 5.000840 PAVE MARKING-THERMO CURV ARROW 25.000 EACH 80.00 80.00 80.00 80.00 80.000850 PAVE MARKING-THERMO COMB ARROW 1.000 EACH 100.00 100.00 100.00 100.00 100.000860 PAVE MARKING-THERMO ONLY 2.000 EACH 225.00 225.00 225.00 225.00 225.000870 PAVEMENT MARKER TYPE V-MW 156.000 EACH 19.00 19.00 19.00 19.00 19.000880 PAVEMENT MARKER TYPE V-BY 187.000 EACH 19.00 19.00 19.00 19.00 19.000890 CONCRETE-CLASS A 20.300 CUYD 1,109.22 975.00 1,500.00 975.00 925.000900 STEEL REINFORCEMENT 1,061.000 LB 1.00 1.00 1.00 2.90 1.550910 FUEL ADJUSTMENT 64,164.000 DOLL 1.00 1.00 1.00 1.00 1.000920 ASPHALT ADJUSTMENT 80,600.000 DOLL 1.00 1.00 1.00 1.00 1.000930 COHESIVE PILE CORE 259.000 CUYD 20.00 20.00 20.00 38.00 60.000940 MILLED RUMBLE STRIPS 575.000 LF 11.30 11.31 11.30 12.50 12.000950 SAW CUT 75.000 LF 4.00 1.00 3.00 10.00 6.000960 TEMP CRASH CUSHION 2.000 EACH 5,016.00 3,500.00 3,500.00 3,500.00 5,000.000970 LONGITUDINAL EDGE KEY 250.000 LF 20.00 20.00 8.00 20.00 8.000980 WOOD PLANK FENCE 64.000 LF 50.00 19.65 19.65 19.65 30.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60990 PAVE MARKING-THERMO YIELD BAR-36 IN 15.000 LF 10.00 10.00 10.00 10.00 10.001000 WATER BLASTING EXISTING STRIPE 3,373.000 LF .43 .43 .43 .43 .431010 PAVE MARK TEMP PAINT STOP BAR-24 IN 67.000 LF 7.50 7.50 7.50 7.50 7.501020 PIPELINE VIDEO INSPECTION 3,292.000 LF 2.40 2.40 2.40 2.40 2.401030 STRIPING REMOVAL 4,700.000 LF .43 .43 .43 .43 .431040 DETECTABLE WARNINGS 659.000 SQFT 24.00 24.00 24.00 22.00 24.001050 TURF REINFORCEMENT MAT 1 500.000 SQYD 4.00 5.15 5.15 5.15 4.501060 REMOVE THERMOPLASTIC ARROWS 5.000 EACH 50.00 50.00 50.00 50.00 50.001070 PAVE MARK THERMO CHEVRON 7,057.000 SQFT 2.75 2.75 2.75 2.75 .501080 ENTRANCE PIPE-18 IN 136.000 LF 40.00 76.95 52.00 64.00 74.001090 STORM SEWER PIPE-18 IN 5,877.000 LF 45.00 62.00 49.00 51.20 60.001100 STORM SEWER PIPE-24 IN 342.000 LF 65.00 100.00 83.00 75.30 84.001110 STORM SEWER PIPE-30 IN 89.000 LF 145.00 125.00 103.00 97.08 150.001120 PIPE CULVERT HEADWALL-18 IN 3.000 EACH 2,000.00 1,300.00 1,500.00 682.00 1,200.001130 PIPE CULVERT HEADWALL-24 IN 1.000 EACH 2,200.00 1,465.00 1,700.00 893.67 1,400.001140 PIPE CULVERT HEADWALL-30 IN 1.000 EACH 2,800.00 2,075.00 2,600.00 1,048.75 2,000.001150 METAL END SECTION TY 3-24 IN 1.000 EACH 1,600.00 1,700.00 1,700.00 1,116.79 1,100.001160 CURB BOX INLET TYPE A 44.000 EACH 4,500.00 2,900.00 4,200.00 3,700.00 4,200.001170 DROP BOX INLET TYPE 3 1.000 EACH 4,600.00 2,145.00 3,340.00 4,132.77 5,800.001180 DROP BOX INLET TYPE 13S 2.000 EACH 4,000.00 2,075.00 2,500.00 4,014.51 5,200.001190 MANHOLE TYPE B 1.000 EACH 3,000.00 3,200.00 5,425.00 3,264.86 6,400.001200 STRUCTURE GRANULAR BACKFILL 662.000 CUYD 31.67 47.00 45.00 45.00 38.001210 MASONRY COATING 2,467.000 SQYD 9.00 8.00 12.00 10.00 8.001220 ARMORED EDGE FOR CONCRETE 143.000 LF 30.00 105.00 95.00 75.00 58.501230 STRUCTURE EXCAVATION-COMMON 1,061.000 CUYD 99.10 42.00 22.00 5.00 25.501240 STRUCTURE EXCAV-SOLID ROCK 103.000 CUYD 45.53 150.00 150.00 100.00 165.001250 REINF CONC SLOPE WALL-6 IN 790.000 SQYD 71.60 97.00 50.00 93.00 105.001260 CRUSHED AGGREGATE SLOPE PROT 400.000 TON 30.75 34.00 40.00 33.00 41.001270 TEST PILES 99.000 LF 63.39 68.00 100.00 150.00 75.001280 PILES-STEEL HP12X53 1,007.000 LF 63.39 59.00 55.00 48.00 75.001290 PILE POINTS-12 IN 48.000 EACH 100.00 100.00 100.00 130.00 105.001300 CONCRETE-CLASS A 775.000 CUYD 568.16 640.00 550.00 750.00 550.001310 CONCRETE-CLASS AA 1,098.000 CUYD 494.41 680.00 525.00 750.00 540.001320 STEEL REINFORCEMENT 93,988.000 LB 1.25 1.00 .95 .99 .981330 STEEL REINFORCEMENT-EPOXY COATED 352,062.000 LB 1.25 1.00 .90 1.11 .901340 PRECAST PC I BEAM TYPE 4 2,505.000 LF 230.91 240.00 265.00 250.00 260.001350 PEDESTRIAN SAFETY FENCE 200.000 LF 200.00 110.00 56.75 65.00 62.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder61360 STEEL ENCASEMENT PIPE-6 IN 215.000 LF 80.00 98.00 60.00 45.00 50.001370 SBM ALUM SHEET SIGNS .080 IN 74.000 SQFT 20.00 15.00 15.00 15.00 11.501380 SBM ALUM SHEET SIGNS .125 IN 125.000 SQFT 20.00 16.50 16.50 16.50 16.501390 STEEL POST TYPE 1 559.000 LF 10.00 10.20 10.20 10.20 8.851400 STEEL POST MILE MARKERS 2.000 EACH 250.00 130.00 130.00 130.00 95.001410 REMOVE & RELOCATE SIGNS 8.000 EACH 500.00 50.00 50.00 50.00 75.001420 BARCODE SIGN INVENTORY 39.000 EACH 10.00 15.00 15.00 15.00 25.001430 CONDUIT-1 IN 80.000 LF 3.00 10.48 10.48 3.00 10.591440 CONDUIT-1 1/4 IN 990.000 LF 7.00 11.60 11.60 7.00 11.721450 CONDUIT-2 IN 180.000 LF 10.00 12.22 12.22 10.00 12.341460 ELECTRICAL JUNCTION BOX TYPE B 10.000 EACH 300.00 633.00 633.00 300.00 639.391470 TRENCHING AND BACKFILLING 1,100.000 LF 4.00 4.00 4.00 4.00 4.041480 LOOP WIRE 2,700.000 LF 5.00 .55 .55 5.00 .561490 CABLE-NO. 14/5C 4,073.000 LF 1.00 1.78 1.78 1.00 1.801500 CABLE-NO. 14/1 PAIR 4,151.000 LF 1.00 1.80 1.80 1.00 1.821510 MESSENGER-10800 LB 625.000 LF 6.00 2.82 2.82 6.00 2.851520 LOOP SAW SLOT AND FILL 1,100.000 LF .25 11.00 11.00 .25 11.111530 INSTALL CONTROLLER TYPE 170 1.000 EACH 5,000.00 3,260.00 3,260.00 5,000.00 3,292.931540 INSTALL STEEL STRAIN POLE 6.000 EACH 4,000.00 695.00 695.00 4,000.00 702.021550 REMOVE SIGNAL EQUIPMENT 1.000 EACH 1,500.00 2,500.00 2,500.00 1,500.00 2,525.251560 INSTALL PEDESTRIAN HEAD-LED 8.000 EACH 400.00 240.00 240.00 400.00 242.421570 TEMP RELOCATION OF SIGNAL HEAD 8.000 EACH 200.00 250.00 250.00 200.00 252.531580 INSTALL LED SIGNAL-3 SECTION 9.000 EACH 200.00 215.00 215.00 200.00 217.171590 INSTALL LED SIGNAL- 4 SECTION 2.000 EACH 200.00 259.00 259.00 200.00 261.621600 BORE AND JACK CONDUIT 180.000 LF 25.00 35.00 35.00 25.00 35.351610 INSTALL PEDESTRIAN DETECTOR 8.000 EACH 200.00 175.00 175.00 200.00 176.771620 TRAFFIC SIGNAL POLE BASE 28.000 CUYD 200.00 1,150.00 1,150.00 200.00 1,161.621630 INSTALL SIGNAL PEDESTAL 5.000 EACH 1,000.00 1,180.00 1,180.00 1,000.00 1,191.921640 INSTALL ANTENNA 1.000 EACH 300.00 500.00 500.00 300.00 505.051650 INSTALL 1.000 EACH 3,000.00 2,250.00 2,250.00 3,000.00 2,272.731660 MOBILIZATION 1.000 LS 365,000.00 197,968.23 350,000.00 389,500.00 411,000.001670 DEMOBILIZATION 1.000 LS 111,931.81 123,000.00 129,000.00 116,900.00 125,664.55

Total Bid 7,964,000.00 8,193,500.00 8,400,000.00 8,443,035.77 8,982,600.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 119

GRADE & DRAIN WITH ASPHALT SURFACE BERT T. COMBS MOUNTAIN PARKWAY (9009)Number of Bidders 5

ENGINEERS ESTIMATE 25,333,587.22 LOW BIDDER is -12.34% from ENGINEERS ESTIMATEApparent Low Bidder Low > GREER MINING INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 35,149.000 TON 26.88 26.88 26.88 26.88 26.880020 TRAFFIC BOUND BASE 1,096.000 TON 21.50 20.78 26.00 25.00 24.000030 CRUSHED AGGREGATE SIZE NO 2 2,017.000 TON 1.00 21.20 28.00 26.00 26.000040 ASPHALT SEAL AGGREGATE 288.000 TON 97.75 97.75 97.75 97.75 97.750050 ASPHALT SEAL COAT 50.000 TON 805.00 805.00 805.00 805.00 805.000060 LEVELING & WEDGING PG64-22 1,424.000 TON 94.29 94.29 94.29 94.29 94.290070 CL2 ASPH BASE 1.00D PG64-22 10,126.000 TON 80.10 80.10 80.10 80.10 80.100080 CL3 ASPH BASE 1.00D PG64-22 23,456.000 TON 80.10 80.10 80.10 80.10 80.100090 CL3 ASPH BASE 1.00D PG76-22 10,254.000 TON 89.65 89.65 89.65 89.65 89.650100 CL2 ASPH SURF 0.38D PG64-22 3,028.000 TON 94.29 94.29 94.26 94.29 94.290110 CL3 ASPH SURF 0.38B PG76-22 3,704.000 TON 110.90 110.90 110.90 110.90 110.900120 ISLAND CURB AND GUTTER 211.300 LF 26.50 40.00 42.00 42.00 50.000130 MOUNTABLE MEDIAN TYPE 1 280.000 SQYD 48.75 36.50 60.00 90.00 65.000140 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 122.000 EACH 5.00 4.00 4.00 4.00 4.000150 DELINEATOR FOR BARRIER - WHITE 11.000 EACH 10.00 7.50 5.00 100.00 10.000160 DELINEATOR FOR BARRIER WALL-B/Y 71.000 EACH 5.65 8.00 6.00 20.00 10.000170 GUARDRAIL-STEEL W BEAM-S FACE 6,162.500 LF 15.00 14.80 14.80 14.80 14.800180 GUARDRAIL TERMINAL SECTION NO 1 2.000 EACH 50.00 30.00 30.00 30.00 30.000190 GUARDRAIL CONNECTOR TO BRIDGE END TY A 4.000 EACH 2,500.00 2,350.00 2,350.00 2,350.00 2,350.000200 GUARDRAIL END TREATMENT TYPE 1 5.000 EACH 1,900.00 1,850.00 1,850.00 1,850.00 1,850.000210 GUARDRAIL END TREATMENT TYPE 2A 5.000 EACH 650.00 600.00 600.00 600.00 600.000220 REMOVE GUARDRAIL 3,850.000 LF 1.50 1.10 1.10 1.10 1.100230 GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 4.000 EACH 500.00 300.00 300.00 300.00 300.000240 MOBILIZATION FOR MILL & TEXT 1.000 LS 3,800.00 3,800.00 3,800.00 3,800.00 3,800.00

1 03375 GREER MINING INC 22,208,409.042 02958 BIZZACK CONSTRUCTION LLC 22,448,501.733 02628 KAY & KAY CONTRACTING LLC 24,858,748.004 03458 HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY LLC 25,223,618.905 01218 FREDERICK & MAY CONSTRUCTION CO 26,006,411.89

Contid: 14-1065

County: MAGOFFIN District: 10 Date Let: 10-24-14 Contid: 14-1065 SYP: 10-00140

Proposal Description: STP 0061 (061) Length: 0 Miles Time: 480 WORKING


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60250 ASPHALT PAVE MILLING & TEXTURING 2,811.000 TON 36.10 36.10 36.10 36.10 36.100260 SHOULDER RUMBLE STRIPS-SAWED 40,293.000 LF .24 .24 .24 .25 .240270 FLEXIBLE DELINEATOR POST-M/W 126.000 EACH 22.00 25.00 25.00 25.00 25.000280 FLEXIBLE DELINEATOR POST-M/Y 117.000 EACH 22.00 25.00 25.00 25.00 25.000290 PAVE STRIPING-TEMP PAINT-6 IN 51,726.000 LF .15 .12 .12 .12 .190300 PAVE STRIPING-TEMP REM TAPE-W 2,040.000 LF 1.24 1.25 1.25 1.25 1.950310 PAVE STRIPING-TEMP REM TAPE-Y 1,360.000 LF 1.24 1.25 1.25 1.25 1.950320 PAVEMENT MARKER TY IVA-MW TEMP 113.000 EACH 4.00 6.00 6.00 6.00 7.500330 PAVEMENT MARKER TY IVA-BY TEMP 235.000 EACH 4.00 6.00 6.00 6.00 7.500340 CONCRETE-CLASS A 11.180 CUYD 700.00 1,050.00 900.00 750.00 1,000.000350 STEEL REINFORCEMENT 728.000 LB 1.25 2.25 1.25 2.50 2.500360 CRASH CUSHION TY VI CLASS B TL3 2.000 EACH 18,000.00 18,875.00 18,875.00 18,875.00 18,875.000370 CRASH CUSHION TY VI CLASS BT TL3 2.000 EACH 6,300.00 1,800.00 1,800.00 1,800.00 1,800.000380 PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL 3,860.000 LF 4.50 5.00 5.00 8.00 23.930390 CONC MEDIAN BARRIER TY 9T 520.000 LF 16.00 22.59 60.00 55.00 45.000400 CONC MEDIAN BARRIER WALL TY 14C 4,350.000 LF 56.72 90.00 93.00 93.00 114.900410 TIE-IN TO FORCE MAIN 2.000 EACH 1,845.00 1,030.00 1,000.00 500.00 500.000420 GROUT 1,235.000 LF 4.25 5.15 5.00 3.00 3.000430 SANITARY SEWER FORCE MAIN 1,440.000 LF 31.00 30.90 30.00 25.00 25.000440 REINFORCE BRIDGE GUARDRAIL 110.000 LF 7.00 .01 .01 .01 .010450 CRUSHED STONE PAVEMENT REPLACEMENT 300.000 LF 2.00 15.45 15.00 10.00 10.000460 ASPHALT DRIVEWAY/PARKING LOT REPLACEMENT 300.000 LF 40.00 41.20 40.00 25.00 25.000470 TAPPING SLEEVE AND VALVE-8 IN 2.000 EACH 4,450.00 3,605.00 3,500.00 3,500.00 3,500.000471 STEEL ENCASEMENT PIPE-BORE&JACK-12 IN 60.000 LF 115.00 139.05 135.00 150.00 150.000472 STEEL ENCASEMENT PIPE-OPEN CUT-12 IN 60.000 LF 74.00 103.00 100.00 42.00 42.000480 TRAINEE PAYMENT REIMBURSEMENT 1,400.000 HOUR .80 1.00 1.75 1.00 1.000490 TRAINEE PAYMENT REIMBURSEMENT 1,400.000 HOUR .80 1.00 1.75 1.00 1.000500 MOBILIZATION 1.000 LS 598,000.00 500,000.00 560,000.00 1,150,000.00 730,000.000510 DEMOBILIZATION 1.000 LS 312,000.00 317,000.00 359,380.22 380,000.00 384,331.210520 PERFORATED PIPE-4 IN 367.000 LF 19.00 13.00 7.00 20.00 5.000530 NON-PERFORATED PIPE-4 IN 166.000 LF 20.00 13.00 14.00 30.00 5.000540 PERF PIPE HEADWALL TY 1-4 IN 1.000 EACH 350.00 500.00 750.00 450.00 500.000550 PERF PIPE HEADWALL TY 3-4 IN 1.000 EACH 400.00 550.00 850.00 500.00 500.000560 PLUG PIPE 8.000 EACH 1,000.00 600.00 800.00 1,000.00 500.000570 FILL AND CAP CATCH BASIN 1.000 EACH 500.00 750.00 1,000.00 2,000.00 700.000580 DELINEATOR FOR BARRIER - WHITE 133.000 EACH 5.00 8.00 5.00 20.00 15.000590 RELOCATE TEMP CONC BARRIER 6,140.000 LF 6.50 4.31 6.00 4.00 15.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60600 BARRICADE-TYPE III 6.000 EACH 175.00 250.00 200.00 250.00 150.000610 REMOVE PAVEMENT 767.000 SQYD .01 3.00 5.00 10.00 11.000620 TEMP DITCH 6,275.000 LF .01 .01 1.00 2.00 1.000630 ROADWAY EXCAVATION 1,312,763.00 CUYD 3.88 4.16 5.11 4.70 5.250640 WATER 475.000 MGAL 1.00 5.00 1.00 20.00 1.000650 FENCE-WOVEN WIRE TYPE 1 20,254.000 LF 5.25 4.85 4.85 4.85 4.850660 REMOVE FENCE 590.000 LF 2.00 1.75 1.75 1.75 1.750670 REMOVE & REPLACE FENCE 1,668.000 LF 5.25 6.00 6.00 6.00 6.000680 TEMP GUARDRAIL 1,675.000 LF 9.00 5.85 5.85 5.85 5.850690 SEPTIC TANK TREATMENT 1.000 EACH 500.00 700.00 1,500.00 5,000.00 2,500.000700 RIGHT-OF-WAY MONUMENT TYPE 1 94.000 EACH 85.00 85.00 125.00 125.00 85.000710 RIGHT-OF-WAY MONUMENT TYPE 1A 5.000 EACH 85.00 85.00 125.00 150.00 85.000720 WITNESS POST 3.000 EACH 50.00 48.00 150.00 100.00 70.000730 CHANNEL LINING CLASS IV 8,566.000 CUYD 5.00 7.75 11.00 6.00 7.000740 CLEARING AND GRUBBING 1.000 LS 431,000.00 325,000.00 140,000.00 350,000.00 115,000.000750 TEMPORARY SIGNS 3,000.000 SQFT 14.00 12.00 12.00 8.00 14.000760 OBJECT MARKER TYPE 2 10.000 EACH 150.00 88.00 88.00 88.00 88.000770 EDGE KEY 3,043.000 LF 16.05 16.05 16.05 16.05 16.050780 FABRIC-GEOTEXTILE TYPE I 2,396.000 SQYD 1.90 2.10 1.60 2.00 2.000790 FABRIC-GEOTEXTILE TYPE IV 154,309.000 SQYD 1.11 1.12 1.35 1.00 1.750800 MAINTAIN & CONTROL TRAFFIC 1.000 LS 65,000.00 55,000.00 165,000.00 150,000.00 150,000.000810 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 9,000.00 8,900.00 8,000.00 10,000.00 12,000.000820 SAFELOADING 257.000 CUYD 200.00 283.50 200.00 275.00 350.000830 SETTLEMENT PLATFORM 3.000 EACH 1,600.00 1,200.00 1,000.00 3,000.00 1,500.000840 TEMP SILT FENCE 9,360.000 LF 1.45 1.50 2.50 2.00 1.750850 SILT TRAP TYPE A 94.000 EACH 50.00 50.00 250.00 100.00 100.000860 SILT TRAP TYPE B 47.000 EACH 60.00 130.00 250.00 185.00 100.000870 SILT TRAP TYPE C 30.000 EACH 75.00 250.00 250.00 200.00 100.000880 CLEAN SILT TRAP TYPE A 282.000 EACH .01 .01 25.00 10.00 10.000890 CLEAN SILT TRAP TYPE B 141.000 EACH .01 .01 25.00 10.00 10.000900 CLEAN SILT TRAP TYPE C 90.000 EACH .01 .01 25.00 10.00 10.000910 CLEAN TEMP SILT FENCE 18,720.000 LF .01 .01 .25 .30 .010920 STAKING 1.000 LS 82,500.00 75,000.00 45,000.00 125,000.00 95,000.000930 REMOVE STRUCTURE 1.000 LS 60,000.00 70,000.00 95,000.00 100,000.00 300,000.000940 REMOVE STRUCTURE 1.000 LS 60,000.00 70,000.00 70,000.00 79,000.00 100,000.000950 REMOVE STRUCTURE 1.000 LS 6,000.00 4,300.00 3,500.00 12,000.00 10,000.000960 ARROW PANEL 2.000 EACH 3,000.00 3,000.00 800.00 3,000.00 2,000.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60970 RELOCATE CRASH CUSHION 3.000 EACH 4,500.00 950.00 950.00 950.00 950.000980 CONCRETE BARRIER WALL TYPE 9T 6,600.000 LF 18.48 12.00 60.00 30.00 45.000990 STEEL PIPE-2 1/2 IN 52.500 LF 50.00 26.00 30.00 40.00 31.001000 STEEL PIPE-4 IN 52.500 LF 65.00 37.00 40.00 45.00 42.001010 EROSION CONTROL BLANKET 4,000.000 SQYD 1.25 .95 .95 .95 .951020 TEMP MULCH 379,456.000 SQYD .01 .01 .15 .15 .151030 TEMP SEEDING AND PROTECTION 37,946.000 SQYD .09 .17 .17 .17 .171040 INITIAL FERTILIZER 20.000 TON 800.00 675.00 675.00 675.00 675.001050 20-10-10 FERTILIZER 20.000 TON 800.00 885.00 885.00 885.00 885.001060 SEEDING AND PROTECTION 379,456.000 SQYD .28 .30 .30 .30 .301070 AGRICULTURAL LIMESTONE 235.000 TON 75.00 45.00 45.00 45.00 45.001080 CRASH CUSHION TY VI CLASS BT TL3 9.000 EACH 6,300.00 1,800.00 1,800.00 1,800.00 1,800.001090 FUEL ADJUSTMENT 320,614.000 DOLL 1.00 1.00 1.00 1.00 1.001100 ASPHALT ADJUSTMENT 203,268.000 DOLL 1.00 1.00 1.00 1.00 1.001110 TEMPORARY PIPE 352.000 LF 1.00 60.00 100.00 60.00 72.001120 GRANULAR PILE CORE 333.000 CUYD 17.50 40.00 60.00 55.00 41.001130 LAW ENFORCEMENT OFFICER 336.000 HOUR 40.00 40.00 65.00 50.00 60.001140 HIGH SLUMP 3000 PSI GROUT 275.000 CUYD 196.00 160.00 225.00 275.00 350.001150 PIPELINE VIDEO INSPECTION 3,557.000 LF 2.30 2.30 2.30 2.30 2.301160 STRIPING REMOVAL 2,000.000 LF 5.00 2.00 3.00 4.00 1.501170 TURF REINFORCEMENT MAT 1 2,450.000 SQYD 7.00 5.15 5.15 5.15 5.151180 TURF REINFORCEMENT MAT 3 212.000 SQYD 7.00 6.75 6.75 6.75 6.751190 ENTRANCE PIPE-15 IN 150.000 LF 34.00 37.07 40.00 32.00 42.001200 CULVERT PIPE-18 IN 710.000 LF 49.00 57.14 45.00 52.00 56.001210 CULVERT PIPE-36 IN 507.000 LF 245.00 218.38 375.00 365.00 330.001220 CULVERT PIPE-42 IN 377.000 LF 412.00 416.32 525.00 655.00 525.001230 CULVERT PIPE-48 IN 138.000 LF 126.00 137.67 125.00 160.00 135.001240 CULVERT PIPE-54 IN 346.000 LF 185.00 157.51 200.00 197.00 200.001250 STORM SEWER PIPE-18 IN 3,822.000 LF 42.00 52.67 45.00 54.00 55.001260 PIPE CULVERT HEADWALL-18 IN 6.000 EACH 800.00 800.00 1,400.00 1,000.00 1,100.001270 PIPE CULVERT HEADWALL-36 IN 3.000 EACH 1,600.00 1,600.00 2,200.00 2,000.00 2,200.001280 PIPE CULVERT HEADWALL-42 IN 2.000 EACH 1,800.00 1,600.00 2,500.00 2,600.00 2,400.001290 PIPE CULVERT HEADWALL-48 IN 2.000 EACH 2,000.00 1,900.00 3,000.00 3,000.00 2,500.001300 METAL END SECTION TY 3-42 IN 2.000 EACH 4,300.00 6,000.00 4,800.00 4,500.00 2,000.001310 S & F BOX INLET-OUTLET-18 IN 1.000 EACH 2,000.00 2,100.00 3,500.00 1,500.00 1,800.001320 S & F BOX INLET-OUTLET-36 IN 2.000 EACH 5,000.00 6,000.00 8,500.00 8,000.00 6,000.001330 CURB BOX INLET TYPE B 4.000 EACH 2,800.00 2,900.00 3,500.00 4,000.00 4,000.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder61340 DROP BOX INLET TYPE 2 1.000 EACH 2,400.00 3,300.00 4,000.00 2,200.00 2,600.001350 DROP BOX INLET TYPE 5B 4.000 EACH 2,300.00 3,500.00 3,700.00 3,500.00 2,600.001360 DROP BOX INLET TYPE 5F 1.000 EACH 2,200.00 3,300.00 3,700.00 3,500.00 2,600.001370 DROP BOX INLET TYPE 11 1.000 EACH 2,100.00 1,700.00 3,100.00 3,200.00 2,600.001380 CONC MED BARR BOX INLET TY 14B1 15.000 EACH 5,865.00 7,100.00 3,200.00 8,450.00 5,800.001390 MANHOLE TYPE C 1.000 EACH 2,800.00 4,300.00 5,000.00 5,500.00 2,500.001400 CHANNEL LINING CLASS IV 319.000 CUYD 7.00 8.00 11.00 20.00 7.001410 FABRIC GEOTEXTILE TY IV FOR PIPE 8,367.000 SQYD 2.00 2.00 2.00 2.00 2.001420 CONC MED BARRIER INLET TY 14A2-50 1.000 EACH 6,525.00 7,100.00 3,500.00 7,950.00 7,000.001430 CONC MED BARRIER INLET TY 14B2-50 2.000 EACH 6,525.00 7,600.00 3,500.00 8,450.00 6,500.001440 PIPE CULVERT HEADWALL-54 IN 2.000 EACH 5,000.00 5,700.00 4,500.00 8,000.00 6,000.001450 STRUCTURE GRANULAR BACKFILL 820.900 CUYD 50.00 42.50 52.00 50.00 41.001460 MASONRY COATING 911.200 SQYD 10.00 7.50 12.00 10.00 14.001470 ARMORED EDGE FOR CONCRETE 223.200 LF 50.00 46.00 80.00 75.00 75.001480 STRUCTURE EXCAVATION-COMMON 4,910.000 CUYD 1.00 2.50 14.00 1.00 8.001490 STRUCTURE EXCAV-SOLID ROCK 34.000 CUYD 1.00 95.00 60.00 150.00 80.001500 CRUSHED AGGREGATE SLOPE PROT 675.000 TON 31.00 28.00 40.00 40.00 18.001510 TEST PILES 189.800 LF 100.00 40.50 74.00 175.00 62.001520 PRE-DRILLING FOR PILES 2,430.900 LF 35.00 54.00 84.00 52.00 55.001530 PILES-STEEL HP12X53 2,369.100 LF 50.00 40.50 75.00 41.00 52.001540 PILE POINTS-12 IN 91.000 EACH 100.00 110.00 110.00 115.00 125.001550 CONCRETE-CLASS A 734.000 CUYD 475.00 365.00 465.00 550.00 475.001560 CONCRETE-CLASS AA 762.700 CUYD 550.00 555.00 510.00 675.00 660.001570 MECHANICAL REINF COUPLER #5 14.000 EACH 33.00 34.00 70.00 35.00 32.001580 MECHANICAL REINF COUPLER #8 16.000 EACH 67.00 70.00 110.00 77.00 77.001590 STEEL REINFORCEMENT 112,894.000 LB 1.00 .89 1.10 .94 1.051600 STEEL REINFORCEMENT-EPOXY COATED 215,131.000 LB 1.00 .94 1.00 1.07 .951610 PRECAST PC I BEAM TYPE 4 2,662.700 LF 230.00 238.00 216.00 225.00 246.001620 RAIL SYSTEM TYPE III 416.800 LF 75.00 86.00 87.00 99.00 105.001630 FOUNDATION PREPARATION 1.000 LS 10,000.00 2,000.00 7,500.00 15,000.00 15,500.001640 CONCRETE-CLASS A 162.100 CUYD 500.00 425.00 580.00 620.00 710.001650 STEEL REINFORCEMENT 18,005.000 LB 1.00 .89 1.20 .94 1.051660 STRUCTURE GRANULAR BACKFILL 691.100 CUYD 50.00 42.50 50.00 50.00 41.001670 MASONRY COATING 1,872.800 SQYD 10.00 7.50 12.00 10.00 14.001680 ARMORED EDGE FOR CONCRETE 225.000 LF 50.00 46.00 80.00 75.00 75.001690 STRUCTURE EXCAVATION-COMMON 3,281.100 CUYD 1.00 5.00 15.00 1.00 30.001700 CYCLOPEAN STONE RIP RAP 1,046.400 TON 32.00 31.00 40.00 40.00 32.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder61710 TEST PILES 215.400 LF 100.00 46.00 100.00 175.00 73.001720 PRE-DRILLING FOR PILES 200.000 LF 35.00 110.00 175.00 60.00 55.001730 PILES-STEEL HP12X53 3,857.200 LF 50.00 46.00 75.00 41.00 63.001740 PILE POINTS-12 IN 202.000 EACH 100.00 110.00 110.00 150.00 125.001750 CONCRETE-CLASS A 886.700 CUYD 475.00 343.00 485.00 550.00 570.001760 CONCRETE-CLASS AA 1,812.900 CUYD 500.00 475.00 465.00 555.00 515.001770 MECHANICAL REINF COUPLER #5 76.000 EACH 33.00 35.00 70.00 35.00 32.001780 MECHANICAL REINF COUPLER #10 8.000 EACH 120.00 125.00 170.00 138.00 150.001790 STEEL REINFORCEMENT 218,815.000 LB 1.00 .89 1.00 .94 1.021800 STEEL REINFORCEMENT-EPOXY COATED 720,700.000 LB 1.00 .94 1.00 1.07 .951810 STRUCTURAL STEEL 1.000 LS 20,000.00 17,000.00 18,000.00 21,000.00 26,000.001820 RAIL SYSTEM TYPE III 956.400 LF 75.00 74.50 105.00 99.00 105.001830 PPC I-BEAM HN60-49 4,735.000 LF 290.00 345.00 305.00 305.00 322.001840 FLEXIBLE DELINEATOR POST-M/W 100.000 EACH 22.00 25.00 25.00 25.00 25.001850 FLEXIBLE DELINEATOR POST-M/Y 40.000 EACH 22.00 25.00 25.00 25.00 25.001860 SBM ALUMINUM PANEL SIGNS 800.000 SQFT 22.00 18.50 19.75 19.75 19.751870 SBM ALUM SHEET SIGNS .080 IN 475.000 SQFT 14.00 13.80 14.45 14.45 14.451880 SBM ALUM SHEET SIGNS .125 IN 580.000 SQFT 15.00 14.50 15.85 15.85 15.851890 STEEL POST TYPE 1 260.000 LF 8.00 8.00 8.00 8.00 8.001900 STEEL POST TYPE 2 2,100.000 LF 5.00 6.00 8.00 8.00 8.001910 STEEL POST MILE MARKERS 4.000 EACH 150.00 100.00 115.00 115.00 115.001920 GMSS GALV STEEL TYPE C 3,300.000 LB 7.00 5.80 6.00 6.00 6.001930 CLASS A CONCRETE FOR SIGNS 15.000 CUYD 400.00 400.00 400.00 400.00 400.001940 STEEL REINFORCEMENT FOR SIGNS 750.000 LB 3.00 1.35 1.35 1.35 1.351950 PAVE STRIPING-PERM PAINT-4 IN 7,443.000 LF .20 .15 .15 .15 .181960 PAVE STRIPING-PERM PAINT-6 IN 44,431.000 LF .19 .22 .22 .22 .191970 PAVE STRIPING-PERM PAINT-8 IN 22,292.000 LF .51 .33 .33 .33 .361980 PAVE STRIPING-PERM PAINT-12 IN 1,510.000 LF .75 .50 .50 .50 .541990 PAVE MARKING-THERMO STOP BAR-24IN 105.000 LF 9.35 12.00 12.00 12.00 11.502000 PAVE MARKING-THERMO STR ARROW 6.000 EACH 113.00 100.00 100.00 100.00 100.002010 PAVE MARKING-THERMO COMB ARROW 10.000 EACH 103.00 115.00 115.00 115.00 145.002020 PAVEMENT MARKER TYPE V-B W/R 270.000 EACH 22.50 25.50 25.50 25.50 24.502030 PAVEMENT MARKER TYPE V-B Y/R 300.000 EACH 22.50 25.50 25.50 25.50 24.502040 PAVE MARK-PAINT ARROWS 9.000 EACH 26.00 45.00 45.00 45.00 65.002050 GMSS TYPE D 20.000 EACH 350.00 350.00 350.00 350.00 350.002060 PAVE MARK THERMO-LANE REDUCTION ARROW 7.000 EACH 125.00 265.00 265.00 265.00 375.002070 BARCODE SIGN INVENTORY 130.000 EACH 10.00 1.00 5.00 5.00 5.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder62080 POLE 40 FT MTG HT 17.000 EACH 1,480.00 4,560.00 4,560.00 4,560.00 1,707.002090 POLE 80 FT MTG HT HIGH MAST 4.000 EACH 25,465.00 9,015.00 9,015.00 9,015.00 26,732.002100 BRACKET C 17.000 EACH 690.00 1,800.00 1,800.00 1,800.00 576.002110 POLE BASE IN MEDIAN WALL 17.000 EACH 1,790.00 250.00 250.00 1,250.00 3,135.002120 LIGHTING CONTROL EQUIPMENT 1.000 EACH 15,350.00 5,800.00 5,800.00 5,800.00 19,285.002130 HPS LUMINAIRE HIGH MAST 39.000 EACH 1,008.00 1,500.00 1,500.00 1,500.00 1,158.002140 FUSED CONNECTOR KIT 34.000 EACH 87.00 200.00 200.00 200.00 108.002150 CONDUIT-3 IN 570.000 LF 19.89 8.00 8.00 8.00 23.932160 MARKER 4.000 EACH 480.00 250.00 250.00 250.00 280.002170 ELECTRICAL JUNCTION BOX 2.000 EACH 635.00 700.00 700.00 1,000.00 1,515.002180 TRENCHING AND BACKFILLING 1,770.000 LF 3.23 5.00 5.00 5.00 7.052190 WIRE-NO. 12 1,010.000 LF 1.00 1.00 1.00 1.00 .542200 WIRE-NO. 8 13,080.000 LF 1.15 1.00 1.00 1.00 .952210 CABLE-NO. 8/3C DUCTED 2,920.000 LF 4.93 2.00 2.00 2.00 3.782220 ELECTRICAL JUNCTION BOX TYPE A 4.000 EACH 710.00 2,000.00 2,000.00 2,000.00 965.002230 ELECTRICAL JUNCTION BOX TYPE C 2.000 EACH 1,175.00 1,800.00 1,800.00 1,800.00 1,140.002240 BORE AND JACK CONDUIT 410.000 LF 35.15 8.00 8.00 8.00 32.502250 POLE BASE-HIGH MAST 36.000 CUYD 392.00 300.00 300.00 300.00 775.002260 BLOW-OFF ASSEMBLY 1.000 EACH 1,323.00 1,545.00 1,500.00 1,200.00 1,200.002270 PVC PIPE-6 IN 575.000 LF 25.00 20.60 20.00 20.55 20.552280 INSTALL WATER METER 5.000 EACH 1,160.00 824.00 800.00 677.83 677.832290 TIE-IN 6 IN 2.000 EACH 3,485.00 2,575.00 2,500.00 2,900.00 2,900.002300 GATE VALVE-4 IN 1.000 EACH 728.00 824.00 800.00 723.00 723.002310 CUT & CAP EXIST WATER MAIN 2.000 EACH 378.00 772.50 750.00 500.00 500.002320 REDUCER 6 IN X 4 IN 1.000 EACH 146.00 154.50 150.00 250.00 250.002330 CUT & CAP-4 IN 1.000 EACH 450.00 772.50 750.00 500.00 500.002340 HDPE-6 IN 930.000 LF 14.00 19.57 19.00 13.40 13.402350 DIRECTIONAL BORE 930.000 LF 141.00 123.60 120.00 130.00 130.002360 PE SERVICE TUBING 420.000 LF 24.00 5.15 5.00 12.00 12.002361 STEEL ENCASEMENT PIPE-BORE&JACK-12 IN 242.000 LF 115.00 139.05 135.00 150.00 150.002362 STEEL ENCASEMENT PIPE-OPEN CUT-12 IN 308.000 LF 74.00 103.00 100.00 42.00 42.002363 CRUSHED STONE 110.000 TON 22.00 20.60 20.00 25.00 30.002364 FABRIC GEOTEXTILE TY IV FOR PIPE 37.000 SQYD 2.00 2.00 2.00 2.00 2.00

Total Bid 22,208,409.04 22,448,501.73 24,858,748.00 25,223,618.90 26,006,411.89


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 200

GUARDRAIL I-71Number of Bidders 2

ENGINEERS ESTIMATE 3,906,453.48 LOW BIDDER is -18.55% from ENGINEERS ESTIMATEApparent Low Bidder Low > GEORGE B STONE COMPANY LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 8,440.200 TON 30.00 30.260020 ASPHALT SEAL AGGREGATE 979.300 TON 130.00 131.580030 ASPHALT SEAL COAT 119.000 TON 1,100.00 947.370040 TEMPORARY SIGNS 1,500.000 SQFT 5.00 7.950050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 110,000.00 91,818.180060 PORTABLE CHANGEABLE MESSAGE SIGN 12.000 EACH 1,000.00 3,522.730070 SILT TRAP TYPE C 169.000 EACH 50.00 118.750080 STAKING 1.000 LS 5,000.00 39,772.730090 ARROW PANEL 6.000 EACH 750.00 2,727.270100 TRENCHING 110,088.000 LF 1.00 1.010110 LAW ENFORCEMENT OFFICER 1,380.000 HOUR 55.00 62.500120 CONCRETE CLASS A FOR PAD 48,878.500 SQYD 21.00 21.780130 HIGH TENSION CABLE-ROPE BARRIER 110,088.000 LF 9.50 8.260140 END ANCHORS 34.000 EACH 2,500.00 2,770.000150 EROSION CONTROL BLANKET-SHORT TERM 146,763.400 SQYD .90 1.050160 DEMOBILIZATION 1.000 LS 47,500.00 80,000.00

1 02595 GEORGE B STONE COMPANY LLC 3,181,724.562 02987 RMD HOLDINGS LTD D/B/A NATIONWIDE CONSTRUCTION GROUP 3,218,835.87

Total Bid 3,181,724.56 3,218,835.87

Contid: 14-1056

County: VARIOUS District: 06 Date Let: 10-24-14 Contid: 14-1056 SYP: 05-09004.00, 05-09005.00, 06-09007.00, 06-09008.00

Proposal Description: 121GR14D056-HSIP Length: 0 Miles Time: 08/15/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 300

ASPHALT SURFACE WITH GRADE & DRAIN MOORMAN LANE-BRISTOW ROAD(US-31W)Number of Bidders 1

ENGINEERS ESTIMATE 1,082,809.58 LOW BIDDER is -5.76% from ENGINEERS ESTIMATEApparent Low Bidder Low > SCOTTY'S CONTRACTING AND STONE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 4,367.000 TON 19.750020 ASPHALT SEAL AGGREGATE 23.000 TON 135.000030 ASPHALT SEAL COAT 3.000 TON 930.000040 CL2 ASPH BASE 0.75D PG64-22 4,092.000 TON 78.750050 CL2 ASPH SURF 0.38D PG64-22 455.000 TON 85.700060 CL3 ASPH SURF 0.50A PG64-22 653.000 TON 86.850070 CRUSHED AGGREGATE SIZE NO 2 300.000 TON 18.850080 STANDARD CURB AND GUTTER MOD 145.000 LF 32.000090 BARRICADE-TYPE III 24.000 EACH 210.000100 REMOVE PAVEMENT 620.000 SQYD 9.600110 ROADWAY EXCAVATION 7,338.000 CUYD 12.810120 WATER 50.000 MGAL .010130 RIGHT-OF-WAY MONUMENT TYPE 1 24.000 EACH 122.820140 WITNESS POST 12.000 EACH 58.740150 CLEARING AND GRUBBING 1.000 LS 6,408.000160 TEMPORARY SIGNS 716.500 SQFT 7.000170 FABRIC-GEOTEXTILE TYPE IV 1,100.000 SQYD 2.350180 FABRIC GEOTEXTILE TY IV FOR PIPE 800.000 SQYD 2.000190 MAINTAIN & CONTROL TRAFFIC 1.000 LS 54,468.000200 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 2,136.000210 MOBILIZATION FOR MILL & TEXT 1.000 LS 885.000220 ASPHALT PAVE MILLING & TEXTURING 115.000 TON 42.200230 SAFELOADING 22.000 CUYD 300.000240 STAKING 1.000 LS 17,168.100250 EROSION CONTROL BLANKET 4,150.000 SQYD 1.250260 INITIAL FERTILIZER .300 TON 1,200.000270 20-10-10 FERTILIZER .500 TON 2,500.000280 SEEDING AND PROTECTION 9,850.000 SQYD .31

1 02519 SCOTTY'S CONTRACTING AND STONE LLC 1,020,390.94

Contid: 14-1058

County: WARREN District: 03 Date Let: 10-24-14 Contid: 14-1058 SYP: 03-00200.00

Proposal Description: FD04 SPP 114 031W 018-019 Length: 0 Miles Time: 07/01/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 SODDING 2,500.000 SQYD 5.550300 AGRICULTURAL LIMESTONE 6.000 TON 140.000310 PAVE STRIPING-TEMP PAINT-4 IN 22,308.000 LF .190320 PAVE STRIPING-PERM PAINT-4 IN 11,154.000 LF .210330 PAVE STRIPING REMOVAL-4 IN 500.000 LF 2.500340 PAVE STRIPING-THERMO-12 IN W 422.000 LF 4.000350 PAVE STRIPING-THERMO-12 IN Y 295.000 LF 4.000360 PAVE MARKING-THERMO STOP BAR-24IN 130.000 LF 12.000370 PAVE MARKING-THERMO CURV ARROW 10.000 EACH 125.000380 PAVE MARKING-THERMO COMB ARROW 4.000 EACH 200.000390 REMOVE SIGN 10.000 EACH 35.000400 PIPELINE VIDEO INSPECTION 550.000 LF 2.500410 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 9,612.000420 TURF REINFORCEMENT MAT 1 500.000 SQYD 6.000430 STANDARD BARRIER MEDIAN TY 5-MOD 180.000 SQYD 68.000440 PAVE MARKING-THERMO DOTTED LANE EXTEN 1,210.000 LF 3.000450 ENTRANCE PIPE-15 IN 251.000 LF 48.060460 ENTRANCE PIPE-15 IN EQUIV 46.000 LF 53.400470 CULVERT PIPE-18 IN 159.000 LF 64.080480 CULVERT PIPE-18 IN EQUIV 31.000 LF 144.180490 STORM SEWER PIPE-18 IN 360.000 LF 58.740500 SLOTTED DRAIN PIPE-15 IN 118.000 LF 160.000510 PERFORATED PIPE-6 IN 106.000 LF 9.600520 NON-PERFORATED PIPE-6 IN 76.000 LF 9.600530 PERF PIPE HEADWALL TY 3-6 IN 3.000 EACH 400.500540 SLOPED BOX INLET-OUTLET TYPE 1 2.000 EACH 2,100.000550 S & F BOX INLET-OUTLET-18 IN 6.000 EACH 2,900.000560 DROP BOX INLET TYPE 11 2.000 EACH 2,500.000570 DROP BOX INLET TYPE 16G 2.000 EACH 3,000.000580 CORED HOLE DRAINAGE BOX CON-4 IN 2.000 EACH 200.000590 MANHOLE TYPE A 1.000 EACH 3,500.000600 SBM ALUM SHEET SIGNS .080 IN 129.750 SQFT 14.750610 STEEL POST TYPE 1 264.000 LF 10.250620 BARCODE SIGN INVENTORY 25.000 EACH 10.000630 CONDUIT-1 IN 40.000 LF 8.000640 CONDUIT-1 1/4 IN 510.000 LF 12.000650 CONDUIT-2 IN 600.000 LF 15.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60660 ELECTRICAL JUNCTION BOX TYPE B 10.000 EACH 535.000670 TRENCHING AND BACKFILLING 1,150.000 LF 8.000680 LOOP WIRE 2,520.000 LF .600690 CABLE-NO. 14/5C 1,020.000 LF 1.950700 CABLE-NO. 14/1 PAIR 5,970.000 LF 1.950710 MESSENGER-10800 LB 500.000 LF 1.950720 LOOP SAW SLOT AND FILL 1,055.000 LF 12.000730 INSTALL CONTROLLER TYPE 170 1.000 EACH 3,500.000740 INSTALL STEEL STRAIN POLE 4.000 EACH 1,500.000750 REMOVE SIGNAL EQUIPMENT 1.000 EACH 1,200.000760 INSTALL LED SIGNAL-3 SECTION 10.000 EACH 475.000770 TRAFFIC SIGNAL POLE BASE 16.800 CUYD 875.000780 INSTALL ANTENNA 1.000 EACH 900.000790 DEMOBILIZATION 1.000 LS 15,079.67

Total Bid 1,020,390.94


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 301

ASPHALT PAVEMENT & ROADWAY REHAB I-24Number of Bidders 1

ENGINEERS ESTIMATE 3,158,317.84 LOW BIDDER is -1.04% from ENGINEERS ESTIMATEApparent Low Bidder Low > JIM SMITH CONTRACTING COMPANY LLC ANDAFFILIATES

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 3,402.000 TON 35.410020 CRUSHED AGGREGATE SIZE NO 2 3,301.000 TON 34.110030 ASPHALT SEAL AGGREGATE 456.000 TON 73.630040 ASPHALT SEAL COAT 54.700 TON 854.360050 LEVELING & WEDGING PG76-22 690.000 TON 90.000060 CL4 ASPH BASE 1.00D PG76-22 1,676.000 TON 90.000070 CL3 ASPH SURF 0.50D PG64-22 2,435.000 TON 84.000080 CL4 ASPH SURF 0.50A PG76-22 6,459.000 TON 90.000090 FABRIC-GEOTEXTILE TYPE IV 6,500.000 SQYD 1.530100 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.000110 ASPHALT PAVE MILLING & TEXTURING 9,672.000 TON 27.630120 SHOULDER RUMBLE STRIPS-SAWED 51,380.000 LF .240130 JOINT ADHESIVE 62,568.000 LF .540140 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 325.000 EACH 6.000150 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLO 16.000 EACH 6.000160 DELINEATOR FOR BARRIER - YELLOW 171.000 EACH 54.100170 BARRICADE-TYPE III 4.000 EACH 711.210180 ROADWAY EXCAVATION 4,974.000 CUYD 6.270190 GUARDRAIL-STEEL W BEAM-D FACE 412.500 LF 21.000200 GUARDRAIL TERMINAL SECTION NO 1 3.000 EACH 50.000210 GUARDRAIL CONNECTOR TO BRIDGE END TY A 5.000 EACH 2,300.000220 CRASH CUSHION TYPE IX-A 3.000 EACH 5,000.000230 GUARDRAIL END TREATMENT TYPE 1 1.000 EACH 2,200.000240 GUARDRAIL END TREATMENT TYPE 2A 5.000 EACH 600.000250 REMOVE GUARDRAIL 22,656.250 LF 1.750260 GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 8.000 EACH 500.000270 GUARDRAIL END TREATMENT TYPE 4A 1.000 EACH 1,900.00

1 02618 JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES 3,125,415.61

Contid: 14-1059

County: MCCRACKEN District: 01 Date Let: 10-24-14 Contid: 14-1059 SYP: 01-02044.00

Proposal Description: FD04 SPP 073 0024 000-003 Length: 0 Miles Time: 07/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60280 TEMPORARY SIGNS 450.000 SQFT 9.330290 DITCHING AND SHOULDERING 20,856.000 LF 3.470300 MAINTAIN & CONTROL TRAFFIC 1.000 LS 102,361.320310 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 16,509.860320 STAKING 1.000 LS 37,781.960330 ARROW PANEL 2.000 EACH 5,533.600340 CRASH CUSHION TYPE IX 1.000 EACH 5,500.000350 CONCRETE BARRIER WALL TYPE 9T 1,560.000 LF 64.220360 EROSION CONTROL BLANKET 8,500.000 SQYD 1.000370 FLEXIBLE DELINEATOR POST-M/W 223.000 EACH 30.000380 FLEXIBLE DELINEATOR POST-M/Y 42.000 EACH 30.000390 PAVE STRIPING-TEMP PAINT-6 IN 75,782.000 LF .300400 PAVE STRIPING-TEMP REM TAPE-B 1,000.000 LF 2.500410 PAVE STRIPING-TEMP REM TAPE-W 5,800.000 LF 2.250420 PAVE STRIPING-TEMP REM TAPE-Y 4,000.000 LF 2.250430 PAVE STRIPING-DUR TY 1-6 IN W 337.500 LF 5.000440 PAVE STRIPING-DUR TY 1-6 IN Y 270.000 LF 5.000450 PAVEMENT MARKER TY IVA-MW TEMP 78.000 EACH 12.000460 PAVEMENT MARKER TYPE V-MY 174.000 EACH 30.000470 PAVEMENT MARKER TYPE V-B W/R 47.000 EACH 30.000480 PAVEMENT MARKER TYPE V-B Y/R 51.000 EACH 30.000490 CRASH CUSHION TY VI CLASS BT TL3 1.000 EACH 5,965.000500 FUEL ADJUSTMENT 16,895.000 DOLL 1.000510 ASPHALT ADJUSTMENT 42,435.000 DOLL 1.000520 LAW ENFORCEMENT OFFICER 300.000 HOUR 60.000530 G/R STEEL W BEAM-S FACE (7 FT POST) 21,950.000 LF 14.940540 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 15,994.850550 DURABLE WATERBORNE MARKING-6 IN W 28,084.000 LF .600560 DURABLE WATERBORNE MARKING-6 IN Y 22,870.000 LF .600570 DURABLE WATERBORNE MARKING-12 IN W 880.000 LF 1.200580 INLAID PAVEMENT MARKER 521.000 EACH 35.000590 FLUME INLET TYPE 1 3.000 EACH 5,000.000600 CHANNEL LINING CLASS II 200.000 TON 50.250610 CHANNEL LINING CLASS III 200.000 TON 51.200620 CLEAN CULVERT 1.000 LS 4,269.050630 REPLACE GRATE 161.000 LB 20.380640 CONCRETE WEDGE CURB 10,633.000 LF 7.75


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60650 POLE 40 FT MTG HT 7.000 EACH 1,300.000660 BRACKET 15 FT 7.000 EACH 600.000670 POLE BASE 7.000 EACH 750.000680 TRANSFORMER BASE 7.000 EACH 375.000690 HPS LUMINAIRE 7.000 EACH 575.000700 FUSED CONNECTOR KIT 14.000 EACH 85.000710 CONDUIT-1 1/4 IN 1,650.000 LF 8.250720 CONDUIT-2 IN 125.000 LF 10.000730 TRENCHING AND BACKFILLING 1,775.000 LF 5.000740 WIRE-NO. 12 1,260.000 LF .750750 WIRE-NO. 6 5,100.000 LF 1.500760 REMOVE LIGHTING 1.000 LS 2,000.000770 ELECTRICAL JUNCTION BOX TYPE A 1.000 EACH 800.000780 BORE AND JACK CONDUIT 90.000 LF 27.000790 CONDUIT-1 1/4 IN 30.000 LF 8.250800 CONDUIT-2 IN 20.000 LF 10.000810 TRENCHING AND BACKFILLING 40.000 LF 5.000820 PIEZOELECTRIC SENSOR 4.000 EACH 1,800.000830 LOOP WIRE 1,700.000 LF 1.750840 LOOP SAW SLOT AND FILL 370.000 LF 10.000850 GALVANIZED STEEL CABINET 2.000 EACH 850.000860 WOOD POST 4.000 EACH 350.000870 ELECTRICAL JUNCTION BOX TYPE A 2.000 EACH 750.000880 CONDUIT-2 IN 20.000 LF 10.000890 ELECTRICAL JUNCTION BOX TYPE B 1.000 EACH 550.000900 TRENCHING AND BACKFILLING 20.000 LF 10.000910 LOOP WIRE 320.000 LF 1.750920 CABLE-NO. 14/1 PAIR 50.000 LF 1.250930 LOOP SAW SLOT AND FILL 120.000 LF 20.000940 MOBILIZATION 1.000 LS 143,700.000950 DEMOBILIZATION 1.000 LS 48,115.00

Total Bid 3,125,415.61


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 302

BRIDGE REPLACEMENT HEMP PATCH BRANCH ROAD(CR-1002)Number of Bidders 4

ENGINEERS ESTIMATE 532,227.95 LOW BIDDER is 8.77% from ENGINEERS ESTIMATEApparent Low Bidder Low > BUSH & BURCHETT INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 300.000 TON 36.00 36.00 36.00 36.000020 ASPHALT SEAL AGGREGATE 2.400 TON 3,500.00 3,500.00 3,500.00 3,500.000030 ASPHALT SEAL COAT .290 TON 5,500.00 5,500.00 5,500.00 5,500.000040 CL2 ASPH BASE 0.75D PG64-22 370.000 TON 150.00 150.00 150.00 150.000050 CL2 ASPH SURF 0.38D PG64-22 105.000 TON 175.00 175.00 175.00 175.000060 CRUSHED AGGREGATE SIZE NO 2 218.000 TON 25.00 27.00 30.00 35.000070 ISLAND HEADER CURB TYPE 2 100.000 LF 40.00 50.00 40.00 70.000080 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 15.000 EACH 7.00 6.00 7.00 6.000090 BARRICADE-TYPE III 3.000 EACH 150.00 150.00 295.00 300.000100 EMBANKMENT IN PLACE 2,744.000 CUYD 22.00 14.00 51.00 33.000110 WATER 5.000 MGAL 1.00 1.00 1.00 1.000120 GUARDRAIL-STEEL W BEAM-S FACE 494.000 LF 17.90 21.20 17.90 20.000130 GUARDRAIL TERMINAL SECTION NO 1 5.000 EACH 45.00 35.00 45.00 50.000140 GUARDRAIL CONNECTOR TO BRIDGE END TY A 4.000 EACH 2,196.00 2,400.00 2,196.00 2,500.000150 GUARDRAIL END TREATMENT TYPE 7 1.000 EACH 1,000.00 1,100.00 1,000.00 1,200.000160 REMOVE GUARDRAIL 76.000 LF 10.00 10.00 10.00 1.000170 RIGHT-OF-WAY MONUMENT TYPE 1 6.000 EACH 98.50 85.00 150.00 125.000180 WITNESS POST 6.000 EACH 75.00 75.00 150.00 65.000190 CLEARING AND GRUBBING 1.000 LS 40,000.00 50,000.00 24,000.00 29,500.000200 TEMPORARY SIGNS 285.500 SQFT 12.00 15.00 12.00 12.000210 EDGE KEY 14.000 LF 495.00 495.00 495.00 495.000220 FABRIC-GEOTEXTILE TYPE IV 902.000 SQYD 2.00 2.00 2.00 4.000230 MAINTAIN & CONTROL TRAFFIC 1.000 LS 10,000.00 14,500.00 15,000.00 9,500.000240 SCARIFYING PAVEMENT 484.000 SQYD 5.00 26.24 20.00 5.000250 TEMP SILT FENCE 328.000 LF 3.00 2.00 4.00 3.00

1 00349 BUSH & BURCHETT INC 578,922.342 01218 FREDERICK & MAY CONSTRUCTION CO 582,948.643 02628 KAY & KAY CONTRACTING LLC 652,000.004 00110 D L BRAUGHLER COMPANY INC 687,400.70

Contid: 14-1061

County: KNOTT District: 12 Date Let: 10-24-14 Contid: 14-1061 SYP: 12-04092.00

Proposal Description: FD04 SPP 060 1002 000-001 Length: 0 Miles Time: 08/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60260 SILT TRAP TYPE A 2.000 EACH 50.00 150.00 200.00 250.000270 SILT TRAP TYPE B 2.000 EACH 50.00 150.00 200.00 250.000280 SILT TRAP TYPE C 1.000 EACH 50.00 150.00 300.00 350.000290 CLEAN SILT TRAP TYPE A 6.000 EACH 1.00 1.00 1.00 25.000300 CLEAN SILT TRAP TYPE B 6.000 EACH 1.00 1.00 1.00 25.000310 CLEAN SILT TRAP TYPE C 3.000 EACH 1.00 1.00 1.00 35.000320 CLEAN TEMP SILT FENCE 984.000 LF .01 .10 1.00 .100330 STAKING 1.000 LS 7,000.00 7,500.00 5,000.00 9,500.000340 REMOVE STRUCTURE 1.000 LS 10,000.00 5,000.00 14,500.00 22,500.000350 TEMP MULCH 2,300.000 SQYD .30 .42 .30 .500360 TEMP SEEDING AND PROTECTION 2,300.000 SQYD .30 .45 .30 .500370 INITIAL FERTILIZER .100 TON 2,000.00 2,500.00 2,000.00 2,500.000380 20-10-10 FERTILIZER .100 TON 2,000.00 9,500.00 2,000.00 2,500.000390 SEEDING AND PROTECTION 1,700.000 SQYD 1.35 .60 1.35 1.000400 SPECIAL SEEDING CROWN VETCH 833.000 SQYD .30 .16 .30 .250410 AGRICULTURAL LIMESTONE .100 TON 200.00 140.00 200.00 250.000420 GRANULAR PILE CORE 50.000 CUYD 1.00 43.00 70.00 30.000430 CRUSHED AGGREGATE SIZE NO 2 2.000 TON 35.00 100.00 75.00 50.000440 CULVERT PIPE-60 IN 24.000 LF 250.00 250.00 250.00 410.000450 PERFORATED PIPE-4 IN 32.000 LF 10.00 6.00 15.00 10.000460 PERF PIPE HEADWALL TY 1-4 IN 2.000 EACH 500.00 500.00 600.00 450.000470 PIPE CULVERT HEADWALL-60 IN 2.000 EACH 5,000.00 5,000.00 4,500.00 9,500.000480 CHANNEL LINING CLASS III 483.000 TON 34.00 33.00 40.00 50.000490 FABRIC-GEOTEXTILE TYPE I 273.000 SQYD 2.00 2.00 2.00 5.000500 FABRIC GEOTEXTILE TY IV FOR PIPE 82.000 SQYD 2.00 2.00 2.00 2.000510 STRUCTURE GRANULAR BACKFILL 108.000 CUYD 60.00 45.00 70.00 50.000520 MASONRY COATING 190.000 SQYD 10.00 14.00 10.00 10.000530 ARMORED EDGE FOR CONCRETE 33.100 LF 80.00 75.00 85.00 80.000540 CYCLOPEAN STONE RIP RAP 336.000 TON 34.00 34.00 40.00 50.000550 TEST PILES 49.000 LF 150.00 110.00 70.00 84.000560 PILES-STEEL HP12X53 128.000 LF 75.00 100.00 70.00 84.000570 PILE POINTS-12 IN 8.000 EACH 120.00 125.00 110.00 125.000580 CONCRETE-CLASS A 23.800 CUYD 1,000.00 640.00 765.00 820.000590 CONCRETE-CLASS AA 73.000 CUYD 1,000.00 1,210.00 765.00 1,250.000600 STEEL REINFORCEMENT-EPOXY COATED 15,945.000 LB 1.20 1.20 1.45 1.290610 PRECAST PC I BEAM TYPE 3 255.000 LF 350.00 314.00 320.00 387.000620 RAIL SYSTEM TYPE III 173.200 LF 100.00 105.00 165.00 165.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60630 DEMOBILIZATION 1.000 LS 8,600.00 9,000.00 9,649.75 10,500.00

Total Bid 578,922.34 582,948.64 652,000.00 687,400.70


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 303

SIGNS-LIGHTING-SIGNALS KY-163 AND KY-90 INTERSECTIONNumber of Bidders 2

ENGINEERS ESTIMATE 98,718.90 LOW BIDDER is -33.14% from ENGINEERS ESTIMATEApparent Low Bidder Low > DAVIS H ELLIOT COMPANY INC ANDSUBSIDIARIES

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CONDUIT-1 1/4 IN 50.000 LF 3.50 10.190020 CONDUIT-2 IN 80.000 LF 3.50 14.460030 TRENCHING AND BACKFILLING 130.000 LF 3.00 5.000040 CABLE-NO. 14/5C 1,254.000 LF 1.00 1.900050 MESSENGER-10800 LB 420.000 LF 3.00 2.500060 INSTALL CONTROLLER TYPE 170 1.000 EACH 3,000.00 3,350.000070 INSTALL STEEL STRAIN POLE 4.000 EACH 3,500.00 700.000080 INSTALL LED BEACON-12 IN 8.000 EACH 281.75 185.000090 TRAFFIC SIGNAL POLE BASE 21.200 CUYD 300.00 1,020.000100 INSTALL ANTENNA 1.000 EACH 1,500.00 500.000110 TEMPORARY SIGNS 300.000 SQFT .10 7.000120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2,500.00 5,250.000130 ARROW PANEL 4.000 EACH 80.00 125.000140 POLE 40 FT MTG HT 4.000 EACH 2,000.00 1,356.000150 BRACKET 4 FT 2.000 EACH 200.00 217.000160 BRACKET 6 FT 1.000 EACH 300.00 227.000170 BRACKET 8 FT 1.000 EACH 350.00 269.000180 POLE BASE 4.000 EACH 1,000.00 825.000190 TRANSFORMER BASE 4.000 EACH 250.00 438.000200 FUSED CONNECTOR KIT 8.000 EACH 150.00 95.000210 CONDUIT-2 IN 410.000 LF 3.50 12.000220 TRENCHING AND BACKFILLING 260.000 LF 3.00 5.000230 WIRE-NO. 12 624.000 LF .50 .500240 WIRE-NO. 8 1,450.000 LF 1.00 .980250 ELECTRICAL JUNCTION BOX TYPE A 3.000 EACH 1,000.00 980.000260 BORE AND JACK CONDUIT 150.000 LF 25.00 32.00

1 00434 DAVIS H ELLIOT COMPANY INC AND SUBSIDIARIES 66,000.002 00305 ARROW ELECTRIC COMPANY INC 74,971.86

Contid: 14-1063

County: METCALFE District: 03 Date Let: 10-24-14 Contid: 14-1063 SYP: 03-08860.00

Proposal Description: FD04 085 0163 002-003 Length: 0 Miles Time: 04/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 LED LUMINAIRE 4.000 EACH 800.00 663.000280 DEMOBILIZATION 1.000 LS 3,500.00 1,107.96

Total Bid 66,000.00 74,971.86


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 304

GRADE & DRAIN WITH ASPHALT SURFACE CHALYBEATE SCHOOL ROAD (KY 743)Number of Bidders 1

ENGINEERS ESTIMATE 3,209,322.17 LOW BIDDER is 2.74% from ENGINEERS ESTIMATEApparent Low Bidder Low > SCOTTY'S CONTRACTING AND STONE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 10,426.000 TON 19.450020 TRAFFIC BOUND BASE 227.000 TON 19.450030 ASPHALT SEAL AGGREGATE 100.000 TON 145.030040 ASPHALT SEAL COAT 12.000 TON 990.000050 LEVELING & WEDGING PG64-22 2,000.000 TON 82.950060 CL2 ASPH BASE 0.75D PG64-22 8,243.000 TON 78.600070 CL2 ASPH SURF 0.38D PG64-22 1,642.000 TON 82.700080 CEM CONC ENT PAVEMENT-8 IN 113.000 SQYD 60.000090 MOBILIZATION FOR MILL & TEXT 1.000 LS 885.000100 ASPHALT PAVE MILLING & TEXTURING 100.000 TON 47.500110 CRUSHED AGGREGATE SIZE NO 2 5,000.000 TON 18.440120 PERFORATED PIPE-6 IN 142.000 LF 9.600130 NON-PERFORATED PIPE-6 IN 32.000 LF 9.600140 PERF PIPE HEADWALL TY 1-6 IN 4.000 EACH 400.500150 REMOVE PIPE 150.000 LF 32.040160 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 52.000 EACH 8.000170 BARRICADE-TYPE III 3.000 EACH 186.900180 REMOVE PAVEMENT 760.000 SQYD 7.480190 TEMP DITCH 3,900.000 LF .530200 CLEAN TEMP DITCH 7,800.000 LF .010210 FLOWABLE FILL 54.000 CUYD 133.500220 GRANULAR EMBANKMENT 101.000 CUYD 37.380230 EMBANKMENT IN PLACE 52,662.000 CUYD 14.250240 WATER 20.000 MGAL .010250 GUARDRAIL-STEEL W BEAM-S FACE 2,225.000 LF 15.750260 GUARDRAIL-STEEL W BEAM-S FACE A 100.000 LF .010270 GUARDRAIL TERMINAL SECTION NO 1 7.000 EACH 50.000280 GUARDRAIL END TREATMENT TYPE 1 4.000 EACH 2,300.00


Contid: 14-1276

County: EDMONSON District: 03 Date Let: 10-24-14 Contid: 14-1276 SYP: 03-08602.00

Proposal Description: FD04 SPP 031 0743 003-006 Length: 1.32 Miles Time: 110 WORKING


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 GUARDRAIL END TREATMENT TYPE 7 5.000 EACH 1,200.000300 TEMP GUARDRAIL 900.000 LF 8.000310 RIGHT-OF-WAY MONUMENT TYPE 1 44.000 EACH 122.820320 WITNESS POST 12.000 EACH 58.740330 CLEARING AND GRUBBING 1.000 LS 34,176.000340 TEMPORARY SIGNS 255.250 SQFT 10.140350 OBJECT MARKER TYPE 2 4.000 EACH 150.000360 EDGE KEY 275.000 LF 19.110370 FABRIC-GEOTEXTILE TYPE IV 12,981.000 SQYD 2.350380 FABRIC GEOTEXTILE TY IV FOR PIPE 854.000 SQYD 2.000390 MAINTAIN & CONTROL TRAFFIC 1.000 LS 69,420.000400 DIVERSIONS (BY-PASS DETOURS) 1.000 LS 6,408.000410 SAFELOADING 22.000 CUYD 300.000420 SHOULDER RUMBLE STRIPS-SAWED 10,785.000 LF .650430 TEMP SILT FENCE 3,900.000 LF 3.210440 SILT TRAP TYPE A 3.000 EACH 267.000450 SILT TRAP TYPE B 112.000 EACH 160.200460 SILT TRAP TYPE C 6.000 EACH 267.000470 CLEAN SILT TRAP TYPE A 6.000 EACH .010480 CLEAN SILT TRAP TYPE B 224.000 EACH .010490 CLEAN SILT TRAP TYPE C 12.000 EACH .010500 CLEAN TEMP SILT FENCE 7,800.000 LF .010510 STAKING 1.000 LS 38,301.680520 TEMP SIGNAL 2 PHASE 2.000 EACH 5,660.400530 EROSION CONTROL BLANKET 6,788.000 SQYD 1.250540 TEMP MULCH 17,429.000 SQYD .200550 TEMP SEEDING AND PROTECTION 11,619.000 SQYD .250560 INITIAL FERTILIZER 1.100 TON 1,000.000570 20-10-10 FERTILIZER 1.800 TON 1,000.000580 SEEDING AND PROTECTION 34,354.000 SQYD .340590 AGRICULTURAL LIMESTONE 21.300 TON 150.000600 SBM ALUM SHEET SIGNS .080 IN 69.440 SQFT 22.000610 STEEL POST TYPE 1 108.000 LF 10.000620 PAVE STRIPING-TEMP PAINT-4 IN 29,765.000 LF .190630 PAVE STRIPING-TEMP PAINT-12 IN 123.000 LF 2.000640 PAVE STRIPING-PERM PAINT-4 IN 23,908.000 LF .210650 PAVE MARKING-THERMO STOP BAR-24IN 109.000 LF 12.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60660 PAVE MARKING-THERMO CROSS-HATCH 123.000 SQFT 6.000670 PAVE MARKING-THERMO CURV ARROW 4.000 EACH 125.000680 PAVEMENT MARKER TYPE V-MW 18.000 EACH 40.000690 PAVEMENT MARKER TYPE V-BY 59.000 EACH 40.000700 FUEL ADJUSTMENT 31,352.000 DOLL 1.000710 ASPHALT ADJUSTMENT 46,466.000 DOLL 1.000720 CENTERLINE RUMBLE STRIPS 5,333.000 LF .650730 REMOVE SIGN 15.000 EACH 75.000740 REMOVE ASBESTOS PIPE 2,250.000 LF 53.080750 PAVE MARK TEMP PAINT STOP BAR-24 IN 42.000 LF 7.000760 TURF REINFORCEMENT MAT 1 3,202.000 SQYD 4.900770 DRAIN POND 1.000 LS 4,806.000780 BARCODE SIGN INVENTORY 12.000 EACH 5.000790 ENTRANCE PIPE-15 IN 246.000 LF 53.400800 ENTRANCE PIPE-18 IN 82.000 LF 58.740810 ENTRANCE PIPE-24 IN 228.000 LF 64.080820 ENTRANCE PIPE-15 IN EQUIV 198.000 LF 54.470830 ENTRANCE PIPE-24 IN EQUIV 106.000 LF 66.220840 ENTRANCE PIPE-30 IN EQUIV 33.000 LF 76.900850 CULVERT PIPE-24 IN 124.500 LF 74.760860 CULVERT PIPE-30 IN 137.000 LF 101.460870 CULVERT PIPE-30 IN EQUIV 49.000 LF 106.800880 STORM SEWER PIPE-24 IN 92.000 LF 76.900890 STORM SEWER PIPE-30 IN 68.000 LF 85.440900 PIPE CULVERT HEADWALL-30 IN 3.000 EACH 2,000.000910 PIPE CULVERT HEADWALL-30 IN EQUIV 1.000 EACH 2,800.000920 S & F BOX INLET-OUTLET-24 IN 5.000 EACH 3,300.000930 DROP BOX INLET TYPE 2 1.000 EACH 3,800.000940 CHANNEL LINING CLASS IA 32.500 TON 35.140950 CHANNEL LINING CLASS II 29.000 TON 32.750960 CHANNEL LINING CLASS III 888.000 TON 38.140970 RETAINING WALL-GABION 18.000 CUYD 200.000980 TEMPORARY PIPE 40.000 LF 53.400990 TEMPORARY PIPE 90.000 LF 64.081000 METAL END SECTION TY 4-30 IN EQUIV 1.000 EACH 5,500.001010 MASONRY COATING 213.000 SQYD 7.751020 ARMORED EDGE FOR CONCRETE 99.000 LF 67.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder61030 STRUCTURE EXCAVATION-COMMON 282.000 CUYD 24.001040 STRUCTURE EXCAV-SOLID ROCK 121.000 CUYD 60.001050 CONCRETE-CLASS A 242.400 CUYD 325.001060 CONCRETE-CLASS AA 59.600 CUYD 1,300.001070 STEEL REINFORCEMENT 19,373.000 LB .881080 STEEL REINFORCEMENT-EPOXY COATED 13,415.000 LB .981090 PRECAST PC BOX BEAM SB21 192.000 LF 222.001100 RAILING SYSTEM TY T101 93.000 LF 175.001110 RAILING TRANSITION-T101 100.000 LF 56.001120 MOBILIZATION 1.000 LS 151,068.001130 DEMOBILIZATION 1.000 LS 45,350.00

Total Bid 3,297,310.97


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 305

GRADE & DRAIN WITH ASPHALT SURFACE BOWLING GREEN ROAD (US 68)Number of Bidders 3

ENGINEERS ESTIMATE 380,555.83 LOW BIDDER is -15.63% from ENGINEERS ESTIMATEApparent Low Bidder Low > SCOTTY'S CONTRACTING AND STONE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CRUSHED STONE BASE 1,581.000 TON 19.15 19.00 27.500020 CRUSHED AGGREGATE SIZE NO 2 2,673.000 TON 17.45 19.50 30.000030 ASPHALT SEAL AGGREGATE 13.000 TON 194.00 194.00 194.000040 ASPHALT SEAL COAT 2.000 TON 1,250.00 1,250.00 1,250.000050 CL3 ASPH BASE 1.00D PG64-22 1,162.000 TON 76.70 76.70 76.700060 CL3 ASPH SURF 0.38D PG64-22 201.000 TON 93.75 93.75 93.750070 ROADWAY EXCAVATION 1,839.000 CUYD 16.02 25.00 18.500080 WATER 11.000 MGAL .01 .01 100.000090 CLEARING AND GRUBBING 1.000 LS 3,204.00 10,000.00 5,000.000100 TEMPORARY SIGNS 400.000 SQFT 7.00 7.35 7.000110 FABRIC-GEOTEXTILE TYPE IV 6,950.000 SQYD 2.00 2.00 1.500120 FABRIC GEOTEXTILE TY IV FOR PIPE 180.000 SQYD 2.00 2.00 2.000130 MAINTAIN & CONTROL TRAFFIC 1.000 LS 20,292.00 10,000.00 22,300.000140 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 3,738.00 3,500.00 1,600.000150 MOBILIZATION FOR MILL & TEXT 1.000 LS 885.00 885.00 885.000160 ASPHALT PAVE MILLING & TEXTURING 82.000 TON 47.35 47.35 54.000170 SHOULDER RUMBLE STRIPS-SAWED 1,035.000 LF 2.50 7.70 6.500180 STAKING 1.000 LS 2,800.30 9,000.00 5,000.000190 ARROW PANEL 2.000 EACH 1,602.00 3,000.00 1,100.000200 EROSION CONTROL BLANKET 2,005.000 SQYD 2.00 1.96 2.000210 INITIAL FERTILIZER .200 TON 2,000.00 1,183.00 1,185.000220 20-10-10 FERTILIZER .300 TON 2,000.00 1,262.00 1,263.330230 SEEDING AND PROTECTION 2,230.000 SQYD 1.00 .50 .500240 AGRICULTURAL LIMESTONE 3.000 TON 500.00 550.00 550.000250 PAVE STRIPING-TEMP PAINT-4 IN 4,500.000 LF .23 .23 .230260 PAVE STRIPING-PERM PAINT-4 IN 2,276.000 LF .25 .25 .25

1 02519 SCOTTY'S CONTRACTING AND STONE LLC 321,077.052 00232 HOLLAND INC 349,416.963 03486 HINKLE ENVIRONMENTAL SERVICES LLC 385,809.65

Contid: 14-1277

County: LOGAN District: 03 Date Let: 10-24-14 Contid: 14-1277 SYP: 03-00321.00

Proposal Description: FD07 071 0068 019-020 Length: 0 Miles Time: 05/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 PAVE MARKING-THERMO CURV ARROW 11.000 EACH 125.00 125.00 125.000280 STRIPING REMOVAL 400.000 LF 3.12 3.12 3.120290 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 4,272.00 5,000.00 8,200.000300 ENTRANCE PIPE-24 IN 86.000 LF 96.12 75.00 94.000310 STORM SEWER PIPE-15 IN 30.000 LF 85.44 50.00 180.000320 DROP BOX INLET TYPE 5B 1.000 EACH 4,000.00 4,200.00 7,150.000330 JUNCTION BOX 1.000 EACH 3,500.00 2,500.00 4,550.000340 DEMOBILIZATION 1.000 LS 4,744.99 5,164.00 5,702.00

Total Bid 321,077.05 349,416.96 385,809.65


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 306

ASPHALT REHAB WITH BRIDGE (S) LOUIE B. NUNN CUMBERLAND PARKWAY (9008)Number of Bidders 1

ENGINEERS ESTIMATE 6,666,361.08 LOW BIDDER is .33% from ENGINEERS ESTIMATEApparent Low Bidder Low > SCOTTY'S CONTRACTING AND STONE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 5,164.000 TON 20.750020 ASPHALT SEAL AGGREGATE 1,147.000 TON 75.000030 ASPHALT SEAL COAT 138.000 TON 945.000040 LEVELING & WEDGING PG64-22 600.000 TON 84.200050 CL3 ASPH BASE 1.00D PG64-22 2,211.000 TON 73.250060 CL2 ASPH BASE 0.75D PG64-22 14,898.000 TON 69.750070 CL2 ASPH SURF 0.50D PG64-22 7,094.000 TON 75.600080 CL3 ASPH SURF 0.50A PG76-22 19,865.000 TON 86.550090 MOBILIZATION FOR MILL & TEXT 1.000 LS 885.000100 ASPHALT PAVE MILLING & TEXTURING 20,601.000 TON 14.100110 SHOULDER RUMBLE STRIPS-SAWED 309,577.000 LF .110120 CRUSHED AGGREGATE SIZE NO 2 130.000 TON 25.770130 CULVERT PIPE-15 IN 100.000 LF 80.100140 CULVERT PIPE-18 IN 46.000 LF 85.440150 CULVERT PIPE-24 IN 24.000 LF 96.120160 CULVERT PIPE-30 IN 50.000 LF 117.480170 REMOVE PIPE 156.000 LF 69.420180 S & F BOX INLET-OUTLET-18 IN 3.000 EACH 2,800.000190 S & F BOX INLET-OUTLET-24 IN 3.000 EACH 3,300.000200 S & F BOX INLET-OUTLET-30 IN 5.000 EACH 4,800.000210 ISLAND CURB AND GUTTER 50.000 LF 40.000220 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 411.000 EACH 5.000230 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLO 25.000 EACH 5.000240 DELINEATOR FOR BARRIER - WHITE 20.000 EACH 9.610250 DELINEATOR FOR BARRIER - YELLOW 20.000 EACH 9.610260 RELOCATE TEMP CONC BARRIER 400.000 LF 19.220270 GRANULAR EMBANKMENT 50.000 CUYD 39.510280 DITCHING 15,000.000 LF .53


Contid: 14-1282

County: BARREN District: 03 Date Let: 10-24-14 Contid: 14-1282 SYP: 03-02037.00

Proposal Description: FD04 SPP 005 9008 000-009 Length: 8.15 Miles Time: 08/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 GUARDRAIL-STEEL W BEAM-D FACE 137.500 LF 25.000300 GUARDRAIL TERMINAL SECTION NO 1 1.000 EACH 40.000310 GUARDRAIL CONNECTOR TO BRIDGE END TY A 2.000 EACH 2,000.000320 CRASH CUSHION TYPE IX-A 1.000 EACH 4,700.000330 GUARDRAIL END TREATMENT TYPE 1 27.000 EACH 1,775.000340 GUARDRAIL END TREATMENT TYPE 2A 37.000 EACH 600.000350 REMOVE GUARDRAIL 24,743.500 LF 1.000360 GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 2.000 EACH 400.000370 GUARDRAIL END TREATMENT TYPE 4A 7.000 EACH 1,700.000380 CLEAN SINKHOLE 2.000 EACH 2,670.000390 CHANNEL LINING CLASS II 700.000 TON 37.650400 CHANNEL LINING CLASS III 700.000 TON 43.730410 CONCRETE-CLASS B 4.000 CUYD 300.000420 TEMPORARY SIGNS 450.000 SQFT 9.610430 FABRIC-GEOTEXTILE TYPE IV 80.000 SQYD 2.350440 FABRIC GEOTEXTILE TY IV FOR PIPE 1,500.000 SQYD 2.000450 REMOVE HEADWALL 21.000 EACH 580.000460 MAINTAIN & CONTROL TRAFFIC 1.000 LS 241,245.000470 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 3,500.000480 STAKING 1.000 LS 24,564.000490 ARROW PANEL 2.000 EACH 2,350.000500 RELOCATE CRASH CUSHION 1.000 EACH 2,500.000510 CONCRETE BARRIER WALL TYPE 9T 400.000 LF 55.540520 CLEAN PIPE STRUCTURE 28.000 EACH 2,140.800530 EROSION CONTROL BLANKET 9,000.000 SQYD 1.000540 FLEXIBLE DELINEATOR POST-M/W 720.000 EACH 30.000550 FLEXIBLE DELINEATOR POST-M/Y 4.000 EACH 30.000560 TRENCHING 172,000.000 LF 1.120570 PAVE STRIPING-TEMP PAINT-6 IN 168,960.000 LF .160580 PAVE STRIPING-THERMO-6 IN W 107,500.000 LF .690590 PAVE STRIPING-THERMO-6 IN Y 86,000.000 LF .690600 PAVE STRIPING-TEMP REM TAPE-B 1,000.000 LF 2.000610 PAVE STRIPING-TEMP REM TAPE-W 8,640.000 LF 1.800620 PAVE STRIPING-TEMP REM TAPE-Y 8,640.000 LF 1.800630 PAVE STRIPING-DUR TY 1-6 IN W 713.000 LF 3.250640 PAVE STRIPING-DUR TY 1-6 IN Y 570.000 LF 3.250650 STEEL REINFORCEMENT 200.000 LB 2.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60660 CRASH CUSHION TY VI CLASS BT TL3 1.000 EACH 5,300.000670 FUEL ADJUSTMENT 69,528.000 DOLL 1.000680 ASPHALT ADJUSTMENT 174,634.000 DOLL 1.000690 JOINT ADHESIVE 172,000.000 LF .400700 REM ASPHALT WEDGE CURB 4,920.000 LF 3.800710 FILL AND GRADE MEDIAN 1,600.000 LF 10.670720 G/R STEEL W BEAM-S FACE (7 FT POST) 23,400.000 LF 15.750730 CONCRETE WEDGE CURB 4,920.000 LF 7.000740 PIPELINE VIDEO INSPECTION 70.000 LF 17.140750 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 24,564.000760 CONCRETE REPAIR 1.000 LS 3,800.000770 INLAID PAVEMENT MARKER 2,150.000 EACH 24.000780 HDPE PIPE LINER 70.000 LF 116.460790 PIPE CULVERT HEADWALL-15 IN 1.000 EACH 1,000.000800 PIPE CULVERT HEADWALL-18 IN 1.000 EACH 1,200.000810 DROP BOX INLET TYPE 5A 1.000 EACH 3,800.000820 REMOVE MEDIAN BOX INLET 1.000 EACH 520.000830 SAFETY BOX INLET-18 IN DBL SDB-5 1.000 EACH 5,800.000840 SAFETY BOX INLET-15 IN 3.000 EACH 2,200.000850 SAFETY BOX INLET-15 IN DBL SDB-5 4.000 EACH 5,500.000860 ARMORED EDGE FOR CONCRETE 60.000 LF 125.000870 STEEL REINFORCEMENT 500.000 LB 2.000880 EXPANSION DAM-1.5 IN NEOPRENE 30.000 LF 700.000890 EXPANSION DAM-2 IN NEOPRENE 30.000 LF 725.000900 EPOXY SAND SLURRY 117.000 SQYD 30.000910 CONC CLASS M FULL DEPTH PATCH 3.000 CUYD 1,000.000920 CONCRETE OVERLAY-LATEX 40.000 CUYD 1,650.000930 BLAST CLEANING 1,004.000 SQYD 10.000940 MACHINE PREP OF SLAB 951.000 SQYD 20.000950 PARTIAL DEPTH PATCHING 8.000 CUYD 1,650.000960 MOBILIZATION 1.000 LS 302,350.000970 DEMOBILIZATION 1.000 LS 90,762.32

Total Bid 6,688,095.18


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 307

ASPHALT REHAB INTERSTATE/PARKWAY EDWARD T. BREATHITT PENNYRILE PARKWAY (9004)Number of Bidders 3

ENGINEERS ESTIMATE 2,117,163.45 LOW BIDDER is -16.08% from ENGINEERS ESTIMATEApparent Low Bidder Low > ROAD BUILDERS LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 2,415.000 TON 23.50 24.27 28.000020 ASPHALT SEAL AGGREGATE 368.000 TON 93.00 40.01 71.000030 ASPHALT SEAL COAT 45.000 TON 685.00 767.98 665.000040 CL3 ASPH BASE 1.00D PG64-22 2,159.000 TON 75.00 63.37 73.000050 CL3 ASPH SURF 0.50D PG64-22 2,479.000 TON 72.00 68.30 78.000060 CL4 ASPH SURF 0.50A PG76-22 6,941.000 TON 85.30 85.53 92.000070 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,100.00 2,000.00 12,000.000080 ASPHALT PAVE MILLING & TEXTURING 9,597.000 TON 8.60 10.50 10.000090 SHOULDER RUMBLE STRIPS-SAWED 54,088.000 LF .25 .24 .170100 TRENCHING 27,044.000 LF .76 1.00 1.350110 JOINT ADHESIVE 54,088.000 LF .44 .43 .440120 CRUSHED AGGREGATE SIZE NO 2 16.000 TON 75.25 75.00 50.000130 NON-PERFORATED PIPE-4 IN 320.000 LF 19.25 19.00 15.000140 PERF PIPE HEADWALL TY 1-4 IN 8.000 EACH 505.00 500.00 450.000150 PERF PIPE HEADWALL TY 2-4 IN 4.000 EACH 525.00 520.00 450.000160 PERF PIPE HEADWALL TY 3-4 IN 4.000 EACH 550.00 540.00 450.000170 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE 260.000 EACH 10.25 10.00 10.000180 DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLO 17.000 EACH 10.25 10.00 10.000190 DITCHING 13,522.000 LF 3.05 3.00 2.000200 REMOVE GUARDRAIL 875.000 LF 3.15 1.75 3.000210 CHANNEL LINING CLASS II 300.000 TON 44.25 44.00 35.000220 CHANNEL LINING CLASS III 300.000 TON 44.25 44.00 35.000230 TEMPORARY SIGNS 1,500.000 SQFT 4.00 7.53 7.420240 MAINTAIN & CONTROL TRAFFIC 1.000 LS 70,000.00 133,556.55 139,000.000250 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 16,000.00 16,741.98 14,700.000260 STAKING 1.000 LS 3,000.00 9,150.29 18,800.00

1 02760 ROAD BUILDERS LLC 1,776,702.002 00818 ROGERS GROUP INC 1,851,233.273 00697 J H RUDOLPH & CO INC AND SUBSIDIARIES 1,935,310.97

Contid: 14-1283

County: WEBSTER District: 02 Date Let: 10-24-14 Contid: 14-1283 SYP: 02-02078.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60270 ARROW PANEL 2.000 EACH 1,500.00 3,373.34 950.000280 BASE FAILURE REPAIR 834.000 SQYD 142.00 140.00 130.000290 FLEXIBLE DELINEATOR POST-M/W 268.000 EACH 33.00 30.00 32.000300 FLEXIBLE DELINEATOR POST-M/Y 2.000 EACH 33.00 30.00 32.000310 PAVE STRIPING-TEMP PAINT-6 IN 108,176.000 LF .19 .18 .180320 PAVE STRIPING-TEMP REM TAPE-B 500.000 LF 2.55 2.50 2.500330 PAVE STRIPING-TEMP REM TAPE-W 4,320.000 LF 1.38 1.35 1.350340 PAVE STRIPING-TEMP REM TAPE-Y 4,320.000 LF 1.40 1.35 1.350350 PAVEMENT MARKER TYPE V-B W/R 338.000 EACH 21.00 20.50 20.500360 FUEL ADJUSTMENT 17,712.000 DOLL 1.00 1.00 1.000370 ASPHALT ADJUSTMENT 44,487.000 DOLL 1.00 1.00 1.000380 G/R STEEL W BEAM-S FACE (7 FT POST) 875.000 LF 27.00 19.75 25.000390 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 17,500.00 16,147.57 18,360.000400 SPECIAL SLOPE PROTECTION 2,025.000 SQYD 4.30 4.25 12.000410 DURABLE WATERBORNE MARKING-6 IN W 33,805.000 LF .30 .29 .290420 DURABLE WATERBORNE MARKING-6 IN Y 27,044.000 LF .30 .29 .290430 AGGREGATE TESTING EQUIPMENT 1.000 L S 20,000.00 20,000.00 20,000.000440 DEMOBILIZATION 1.000 LS 26,260.00 56,933.07 28,000.00

Total Bid 1,776,702.00 1,851,233.27 1,935,310.97


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 308

ASPHALT REHAB INTERSTATE/PARKWAY INTERSTATE 24 (MARSHALL COUNTY)Number of Bidders 1

ENGINEERS ESTIMATE 3,206,788.66 LOW BIDDER is -12.69% from ENGINEERS ESTIMATEApparent Low Bidder Low > JIM SMITH CONTRACTING COMPANY LLC ANDAFFILIATES

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 3,458.000 TON 25.000020 ASPHALT SEAL AGGREGATE 344.000 TON 64.220030 ASPHALT SEAL COAT 41.000 TON 870.230040 LEVELING & WEDGING PG76-22 600.000 TON 85.000050 CL4 ASPH BASE 0.75D PG76-22 8,738.000 TON 82.000060 CL3 ASPH SURF 0.50D PG64-22 4,180.000 TON 78.000070 CL4 ASPH SURF 0.50A PG76-22 6,237.000 TON 85.000080 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.000090 ASPHALT PAVE MILLING & TEXTURING 10,486.000 TON 19.750100 SHOULDER RUMBLE STRIPS-SAWED 51,544.000 LF .230110 JOINT ADHESIVE 77,316.000 LF .450120 CRUSHED AGGREGATE SIZE NO 57 131.000 TON 45.000130 BARRICADE-TYPE III 4.000 EACH 299.660140 ROADWAY EXCAVATION 3,063.000 CUYD 12.000150 DITCHING 12,886.000 LF 2.660160 TEMPORARY SIGNS 320.000 SQFT 2.500170 MAINTAIN & CONTROL TRAFFIC 1.000 LS 75,000.000180 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 17,215.140190 STAKING 1.000 LS 10,000.000200 ARROW PANEL 3.000 EACH 5,547.740210 CRASH CUSHION TYPE IX 6.000 EACH 5,400.000220 EROSION CONTROL BLANKET 9,000.000 SQYD 1.000230 FLEXIBLE DELINEATOR POST-M/W 54.000 EACH 25.000240 PAVE STRIPING-TEMP PAINT-6 IN 84,000.000 LF .300250 PAVE STRIPING-TEMP REM TAPE-B 500.000 LF 2.250260 PAVE STRIPING-TEMP REM TAPE-W 3,360.000 LF 2.000270 PAVE STRIPING-TEMP REM TAPE-Y 3,360.000 LF 2.00

1 02618 JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES 2,799,901.12

Contid: 14-1284

County: MARSHALL District: 01 Date Let: 10-24-14 Contid: 14-1284 SYP: 01-02045.00

Proposal Description: FD04 079 0024 022-091 Length: 69.00 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60280 CONCRETE-CLASS A 34.380 CUYD 800.000290 STEEL REINFORCEMENT 1,176.000 LB 1.350300 FUEL ADJUSTMENT 30,750.000 DOLL 1.000310 ASPHALT ADJUSTMENT 77,234.000 DOLL 1.000320 LAW ENFORCEMENT OFFICER 200.000 HOUR 55.000330 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 5,000.000340 DURABLE WATERBORNE MARKING-6 IN W 32,215.000 LF .550350 DURABLE WATERBORNE MARKING-6 IN Y 25,772.000 LF .550360 INLAID PAVEMENT MARKER 644.000 EACH 30.000370 CHANNEL LINING CLASS II 357.000 TON 38.500380 CHANNEL LINING CLASS III 310.000 TON 39.620390 CLEAN CULVERT 1.000 LS 14,057.810400 CLEAN CULVERT 1.000 LS 21,086.740410 REPLACE GRATE 842.000 LB 7.980420 GMSS GALV STEEL TYPE A 2,736.000 LB 2.500430 SBM ALUMINUM PANEL SIGNS 947.000 SQFT 17.000440 SBM ALUM SHEET SIGNS .125 IN 126.000 SQFT 13.850450 STEEL POST TYPE 1 290.000 LF 7.000460 GMSS GALV STEEL TYPE C 2,918.000 LB 5.000470 REMOVE SIGN SUPPORT BEAM 12.000 EACH 100.000480 CLASS A CONCRETE FOR SIGNS 20.900 CUYD 400.000490 STEEL REINFORCEMENT FOR SIGNS 550.000 LB 2.000500 ROADWAY CROSS SECTION 5.000 EACH 1.000510 REMOVE SIGN 5.000 EACH .010520 GMSS TYPE D 15.000 EACH 400.000530 BARCODE SIGN INVENTORY 14.000 EACH 10.000540 MOBILIZATION 1.000 LS 75,000.000550 DEMOBILIZATION 1.000 LS 39,000.00

Total Bid 2,799,901.12


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 309

GUARDRAIL RICHMOND-BEATTYVILLE ROAD (KY 52)Number of Bidders 6

ENGINEERS ESTIMATE 134,292.62 LOW BIDDER is -45.20% from ENGINEERS ESTIMATEApparent Low Bidder Low > GEORGE B STONE COMPANY LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 121.000 EACH 6.00 7.00 7.00 5.00 8.00 5.790020 INSTALL GUARDRAIL-STEEL W BM-S FACE 12,500.000 LF 3.00 4.50 4.87 6.00 6.10 17.990030 GUARDRAIL-STEEL W BEAM-S FACE A 100.000 LF 30.00 40.00 35.00 30.00 35.00 17.380040 GUARDRAIL TERMINAL SECTION NO 1 10.000 EACH 40.00 50.00 50.00 50.00 28.00 37.800050 GUARDRAIL END TREATMENT TYPE 1 11.000 EACH 1,800.00 2,000.00 2,000.00 2,000.00 1,980.00 2,128.050060 EXTRA LENGTH GUARDRAIL POST 20.000 EACH 70.00 83.60 90.00 75.00 85.00 157.320070 TEMPORARY SIGNS 230.000 SQFT .01 .01 9.50 .01 .01 30.490080 MAINTAIN & CONTROL TRAFFIC 1.000 LS 8,000.00 4,000.00 13,000.00 5,000.00 10,000.00 18,292.680090 GUARDRAIL-BRIDGE CASE I 24.000 LF 70.00 133.00 85.00 75.00 88.00 189.020100 DEMOBILIZATION 1.000 LS 1,087.70 1,386.95 1,602.00 4,000.00 2,500.00 15,243.90

1 02595 GEORGE B STONE COMPANY LLC 73,596.002 03174 DALLAS DEAN INC 93,850.253 03357 BOURNE-CLARK CONSTRUCTION LLC 108,349.004 02960 JAG INC 113,407.305 00241 N H STONE INC 119,092.306 02987 RMD HOLDINGS LTD D/B/A NATIONWIDE CONSTRUCTION GROUP 299,332.30

Total Bid 73,596.00 93,850.25 108,349.00 113,407.30 119,092.30 299,332.30

Contid: 14-2335

County: ESTILL District: 10 Date Let: 10-24-14 Contid: 14-2335 SYP:

Proposal Description: FE01 033 0052 012-021 Length: 8.04 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 310

ASPHALT RESURFACING LEVEE ROAD (KY 11)Number of Bidders 1

ENGINEERS ESTIMATE 814,606.98 LOW BIDDER is 4.10% from ENGINEERS ESTIMATEApparent Low Bidder Low > THE WALKER COMPANY OF KENTUCKY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 1,435.000 TON 28.000020 ASPHALT SEAL AGGREGATE 130.000 TON 85.000030 ASPHALT SEAL COAT 18.000 TON 825.000040 LEVELING & WEDGING PG64-22 401.000 TON 84.100050 CL2 ASPH SURF 0.38D PG64-22 5,580.000 TON 84.100060 BARRICADE-TYPE III 3.000 EACH 120.000070 TEMPORARY SIGNS 350.000 SQFT 9.000080 MAINTAIN & CONTROL TRAFFIC 1.000 LS 16,600.000090 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.000100 ASPHALT PAVE MILLING & TEXTURING 125.000 TON 130.000110 BASE FAILURE REPAIR 1,935.000 SQYD 80.000120 PAVE STRIPING-TEMP PAINT-4 IN 25,000.000 LF .200130 PAVE STRIPING-PERM PAINT-4 IN 150,000.000 LF .240140 FUEL ADJUSTMENT 9,310.000 DOLL 1.000150 ASPHALT ADJUSTMENT 23,383.000 DOLL 1.000160 DEMOBILIZATION 1.000 LS 12,100.00

1 00229 THE WALKER COMPANY OF KENTUCKY INC 848,035.10

Total Bid 848,035.10

Contid: 14-2336

County: MONTGOMERY District: 07 Date Let: 10-24-14 Contid: 14-2336 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 311

ASPHALT RESURFACING US 460 BYPASS (US 460B)Number of Bidders 1

ENGINEERS ESTIMATE 403,211.56 LOW BIDDER is -.49% from ENGINEERS ESTIMATEApparent Low Bidder Low > NALLY & GIBSON GEORGETOWN LLC DBAHAMILTON-HINKLE PAVING CO

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 121.000 TON 83.000020 CL2 ASPH SURF 0.38D PG64-22 915.000 TON 90.000030 CL2 ASPH SURF 0.38B PG64-22 2,200.000 TON 90.000040 TEMPORARY SIGNS 170.000 SQFT 8.000050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 7,000.000060 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 825.000070 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,200.000080 ASPHALT PAVE MILLING & TEXTURING 3,115.000 TON 14.500090 SHOULDER RUMBLE STRIPS-SAWED 20,000.000 LF .380100 ARROW PANEL 2.000 EACH 560.000110 CONDUIT-1 1/4 IN 50.000 LF 8.500120 ELECTRICAL JUNCTION BOX TYPE B 1.000 EACH 600.000130 TRENCHING AND BACKFILLING 50.000 LF 8.500140 LOOP WIRE 570.000 LF .420150 CABLE-NO. 14/1 PAIR 2,980.000 LF 1.300160 LOOP SAW SLOT AND FILL 235.000 LF 9.750170 PAVE STRIPING-TEMP PAINT-4 IN 20,000.000 LF .240180 PAVE STRIPING-PERM PAINT-4 IN 20,000.000 LF .240190 PAVE MARKING-THERMO CURV ARROW 7.000 EACH 135.000200 PAVE MARKING-THERMO ONLY 1.000 EACH 190.000210 REMOVE PAVEMENT MARKER TYPE V 125.000 EACH 9.000220 FUEL ADJUSTMENT 5,037.000 DOLL 1.000230 ASPHALT ADJUSTMENT 12,651.000 DOLL 1.000240 DEMOBILIZATION 1.000 LS 5,700.00

1 02892 NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO 401,243.15


Contid: 14-2338

County: SCOTT District: 07 Date Let: 10-24-14 Contid: 14-2338 SYP:

Proposal Description: FD05 105 460B 000-002 Length: 0.94 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 312

ASPHALT RESURFACING CUB RUN HIGHWAY (KY 88)Number of Bidders 1


Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 1,386.000 TON 81.700020 ASPHALT MIX FOR PAVEMENT WEDGE 830.000 TON 81.650030 CL2 ASPH SURF 0.38D PG64-22 5,800.000 TON 81.650040 TEMPORARY SIGNS 550.000 SQFT 7.000050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 8,450.000060 MOBILIZATION FOR MILL & TEXT 1.000 LS 875.000070 ASPHALT PAVE MILLING & TEXTURING 25.000 TON 98.000080 PAVE STRIPING-TEMP PAINT-4 IN 44,271.000 LF .190090 PAVE STRIPING-PERM PAINT-4 IN 48,698.000 LF .210100 FUEL ADJUSTMENT 12,477.000 DOLL 1.000110 ASPHALT ADJUSTMENT 31,339.000 DOLL 1.000120 DEMOBILIZATION 1.000 LS 10,335.00

1 02519 SCOTTY'S CONTRACTING AND STONE LLC 742,989.77


Contid: 14-2339

County: HART District: 04 Date Let: 10-24-14 Contid: 14-2339 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 313

ASPHALT RESURFACING OLD MILL ROAD (KY 44)Number of Bidders 5

ENGINEERS ESTIMATE 193,576.35 LOW BIDDER is -16.27% from ENGINEERS ESTIMATEApparent Low Bidder Low > MAGO CONSTRUCTION COMPANY LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 148.000 TON 67.25 70.50 67.70 75.91 100.000020 TEMPORARY SIGNS 370.000 SQFT 3.00 3.00 3.00 3.00 3.000030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5,575.00 11,500.00 11,600.00 6,257.82 8,500.000040 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 500.00 500.00 600.00 1,000.00 500.000050 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.00 2,500.00 1,000.00 3,000.00 3,000.000060 ASPHALT PAVE MILLING & TEXTURING 135.000 TON 48.67 47.00 50.00 30.00 38.000070 SIDEWALK-4 IN CONCRETE 186.000 SQYD 139.00 139.00 155.00 135.00 275.000080 PAVE STRIPING-TEMP PAINT-4 IN 44,000.000 LF .01 .04 .14 .12 .140090 PAVE STRIPING-PERM PAINT-4 IN 22,000.000 LF .25 .14 .14 .13 .140100 PAVE MARKING-THERMO X-WALK-6 IN 240.000 LF 2.35 2.35 2.35 3.35 2.350110 PAVE MARKING-THERMO STOP BAR-24IN 180.000 LF 8.00 8.00 8.00 8.25 8.000120 PAVE MARKING-THERMO CURV ARROW 2.000 EACH 100.00 100.00 100.00 115.00 100.000130 PAVEMENT MARKER TYPE V-BY 84.000 EACH 22.00 22.00 22.00 37.50 22.000140 REMOVE PAVEMENT MARKER TYPE V 150.000 EACH 6.00 5.00 7.00 10.00 6.000150 CL3 ASPH SURF 0.38A PG64-22 1,350.000 TON 67.25 70.50 67.70 75.91 97.200160 DETECTABLE WARNINGS 270.000 SQFT 22.00 22.00 26.00 25.00 45.000170 DEMOBILIZATION 1.000 LS 2,395.23 2,700.00 2,600.00 2,700.00 3,748.00

1 02432 MAGO CONSTRUCTION COMPANY LLC 162,077.182 00563 LOUISVILLE PAVING COMPANY INC 172,200.003 00448 FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING 175,866.604 02691 HALL CONTRACTING OF KENTUCKY INC 180,000.005 02326 E & B PAVING INC 246,000.00

Total Bid 162,077.18 172,200.00 175,866.60 180,000.00 246,000.00

Contid: 14-2340

County: BULLITT District: 05 Date Let: 10-24-14 Contid: 14-2340 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 314

ASPHALT RESURFACING OLD BOWLING GREEN ROAD (KY 1297)Number of Bidders 1

ENGINEERS ESTIMATE 509,483.25 LOW BIDDER is 1.39% from ENGINEERS ESTIMATEApparent Low Bidder Low > SCOTTY'S CONTRACTING AND STONE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 500.000 TON 21.900020 LEVELING & WEDGING PG64-22 323.000 TON 81.650030 CL2 ASPH SURF 0.50D PG64-22 4,075.000 TON 81.400040 TEMPORARY SIGNS 370.000 SQFT 7.000050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 10,945.000060 MOBILIZATION FOR MILL & TEXT 1.000 LS 880.000070 ASPHALT PAVE MILLING & TEXTURING 4,075.000 TON 19.300080 PAVE STRIPING-TEMP PAINT-4 IN 77,868.000 LF .190090 PAVE STRIPING-PERM PAINT-4 IN 38,934.000 LF .210100 FUEL ADJUSTMENT 7,026.000 DOLL 1.000110 ASPHALT ADJUSTMENT 17,195.000 DOLL 1.000120 DEMOBILIZATION 1.000 LS 7,275.93



Contid: 14-2341

County: BARREN District: 03 Date Let: 10-24-14 Contid: 14-2341 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 315

ASPHALT RESURFACING MINORS BRANCH (KY 1874)Number of Bidders 1

ENGINEERS ESTIMATE 176,839.44 LOW BIDDER is 3.18% from ENGINEERS ESTIMATEApparent Low Bidder Low > NALLY & GIBSON GEORGETOWN LLC DBAHAMILTON-HINKLE PAVING CO

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 584.000 TON 88.000020 CL2 ASPH SURF 0.38D PG64-22 1,360.000 TON 88.000030 TEMPORARY SIGNS 150.000 SQFT 9.500040 MAINTAIN & CONTROL TRAFFIC 1.000 LS 3,500.000050 PAVE STRIPING-PERM PAINT-4 IN 23,549.000 LF .160060 DEMOBILIZATION 1.000 LS 2,700.00

1 02892 NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO 182,464.84


Contid: 14-2342

County: SCOTT District: 07 Date Let: 10-24-14 Contid: 14-2342 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 316

SLIDE REPAIR SPARTA-MARKLAND INDIANA ROAD (KY 1039)Number of Bidders 7

ENGINEERS ESTIMATE 457,241.77 LOW BIDDER is -14.48% from ENGINEERS ESTIMATEApparent Low Bidder Low > CIVIL CONSTRUCTORS LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 STORM SEWER PIPE-24 IN 229.000 LF 69.00 80.00 57.00 72.40 115.00 63.000020 STORM SEWER PIPE-30 IN 173.000 LF 103.00 91.50 71.00 94.60 125.00 75.000030 REMOVE PIPE 211.000 LF 10.00 19.00 10.00 15.00 20.00 7.000040 DROP BOX INLET TYPE 1 1.000 EACH 3,500.00 3,450.00 3,250.00 3,510.00 3,500.00 3,500.000050 DROP BOX INLET TYPE 2 2.000 EACH 3,000.00 4,500.00 3,450.00 4,020.00 3,500.00 3,500.000060 REMOVE DROP BOX INLET 3.000 EACH 500.00 1,025.00 500.00 335.00 400.00 400.000070 CHANNEL LINING CLASS II 370.000 TON 20.00 28.50 35.00 52.00 50.00 35.000080 CONCRETE-CLASS B 12.000 CUYD 1,095.00 1,000.00 575.00 500.00 500.00 400.000090 FABRIC-GEOTEXTILE TYPE IV 1,335.000 SQYD .70 2.00 2.50 1.70 4.00 2.000100 RETAINING WALL-GABION 1,769.000 CUYD 135.00 157.50 175.00 180.50 236.50 260.000110 REMOVE HEADWALL 1.000 EACH 500.00 865.00 500.00 400.00 500.00 200.000120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 56,000.00 20,450.00 10,000.00 24,630.00 7,500.00 6,700.000130 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 2,500.00 2,200.00 2,750.00 7,415.00 3,500.00 3,600.000140 STAKING 1.000 LS 1,000.00 5,000.00 8,325.00 4,635.00 6,500.00 5,720.000150 EROSION CONTROL BLANKET 300.000 SQYD 2.00 3.00 3.25 2.85 3.00 2.000160 SEEDING AND PROTECTION 1,525.000 SQYD 1.00 1.00 1.05 2.30 1.50 .600170 SPECIAL SEEDING CROWN VETCH 1,005.000 SQYD 1.00 1.00 .25 .52 1.00 .600180 CONCRETE-CLASS A 9.400 CUYD 740.00 1,025.00 825.00 805.00 700.00 830.000190 STEEL REINFORCEMENT 6,310.000 LB .60 1.20 2.50 1.45 1.50 .700200 DITCH EXCAVATION 70.000 CUYD 25.00 35.00 12.00 28.00 50.00 35.000210 DEMOBILIZATION 1.000 LS 5,900.00 6,170.00 6,351.00 6,954.00 8,400.00 8,400.00

1 03549 CIVIL CONSTRUCTORS LLC 391,041.502 03486 HINKLE ENVIRONMENTAL SERVICES LLC 417,488.003 03305 RAME CONTRACTING LLC 429,732.004 02812 DUDLEY CONSTRUCTION COMPANY INC. 470,490.005 02223 LONKARD CONSTRUCTION COMPANY 565,726.006 00106 HALE CONTRACTING INC 565,946.007 02616 HI-VIEW LLC 612,599.00

Contid: 14-2343

County: GALLATIN District: 06 Date Let: 10-24-14 Contid: 14-2343 SYP:

Proposal Description: FE01 039 1039 006-007 Length: 0.10 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Total Bid 391,041.50 417,488.00 429,732.00 470,490.00 565,726.00 565,946.00


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder 7 Bidder 8 Bider 9 Bidder 10 Bidder 11 Bidder 120010 STORM SEWER PIPE-24 IN 229.000 LF 100.000020 STORM SEWER PIPE-30 IN 173.000 LF 150.000030 REMOVE PIPE 211.000 LF 18.000040 DROP BOX INLET TYPE 1 1.000 EACH 3,500.000050 DROP BOX INLET TYPE 2 2.000 EACH 4,000.000060 REMOVE DROP BOX INLET 3.000 EACH 2,000.000070 CHANNEL LINING CLASS II 370.000 TON 60.000080 CONCRETE-CLASS B 12.000 CUYD 800.000090 FABRIC-GEOTEXTILE TYPE IV 1,335.000 SQYD 5.000100 RETAINING WALL-GABION 1,769.000 CUYD 240.000110 REMOVE HEADWALL 1.000 EACH 1,000.000120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 15,000.000130 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 8,000.000140 STAKING 1.000 LS 8,000.000150 EROSION CONTROL BLANKET 300.000 SQYD 3.000160 SEEDING AND PROTECTION 1,525.000 SQYD .600170 SPECIAL SEEDING CROWN VETCH 1,005.000 SQYD .200180 CONCRETE-CLASS A 9.400 CUYD 1,200.000190 STEEL REINFORCEMENT 6,310.000 LB 2.000200 DITCH EXCAVATION 70.000 CUYD 50.000210 DEMOBILIZATION 1.000 LS 10,000.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 317

ASPHALT RESURFACING LIBERTY ROAD (KY 49)Number of Bidders 1

ENGINEERS ESTIMATE 629,989.50 LOW BIDDER is 1.04% from ENGINEERS ESTIMATEApparent Low Bidder Low > NALLY & HAYDON SURFACING LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 524.000 TON 82.350020 ASPHALT MIX FOR PAVEMENT WEDGE 970.000 TON 93.750030 CL2 ASPH SURF 0.38D PG64-22 5,100.000 TON 82.350040 TEMPORARY SIGNS 210.000 SQFT 3.000050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 12,000.000060 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,000.000070 ASPHALT PAVE MILLING & TEXTURING 105.000 TON 71.000080 PAVE STRIPING-TEMP PAINT-4 IN 10,000.000 LF .170090 PAVE STRIPING-PERM PAINT-4 IN 78,000.000 LF .170100 FUEL ADJUSTMENT 10,264.000 DOLL 1.000110 ASPHALT ADJUSTMENT 25,780.000 DOLL 1.000120 DEMOBILIZATION 1.000 LS 9,407.44

1 02848 NALLY & HAYDON SURFACING LLC 636,570.34


Contid: 14-2344

County: MARION District: 04 Date Let: 10-24-14 Contid: 14-2344 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 318

JPC PAVEMENT MASON-LEWIS ROAD (KY 10)Number of Bidders 4

ENGINEERS ESTIMATE 330,728.24 LOW BIDDER is -18.02% from ENGINEERS ESTIMATEApparent Low Bidder Low > EATON ASPHALT PAVING CO INC ANDSUBSIDIARY

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 50.000 TON 47.00 33.75 21.78 47.090020 CRUSHED STONE BASE 336.000 TON 32.00 31.75 36.45 46.150030 ASPHALT SEAL AGGREGATE 5.000 TON 270.00 182.00 165.00 520.000040 ASPHALT SEAL COAT 1.000 TON 1,030.00 1.00 1.00 1,350.000050 CL2 ASPH SURF 0.38D PG64-22 81.000 TON 119.00 280.25 254.20 193.380060 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 18.000 EACH 11.00 8.75 8.00 8.040070 BARRICADE-TYPE III 4.000 EACH 300.00 88.50 50.00 50.250080 JPC PAVEMENT-11 IN/24 1,462.000 SQYD 70.00 96.75 66.58 93.740090 ROADWAY EXCAVATION 1,462.000 CUYD 16.00 23.25 10.00 18.240100 INSTALL GUARDRAIL-STEEL W BM-S FACE 412.500 LF 8.00 10.00 8.75 8.790110 REMOVE GUARDRAIL 412.500 LF 2.00 5.50 5.00 5.030120 REMOVE GUARDRAIL TERMINAL SECT 1.000 EACH 11.00 5.50 5.00 5.030130 TEMPORARY SIGNS 500.000 SQFT 8.00 8.75 8.00 4.020140 FABRIC-GEOTEXTILE TYPE IV 200.000 SQYD 3.00 2.50 3.49 13.350150 MAINTAIN & CONTROL TRAFFIC 1.000 LS 10,324.00 21,439.00 90,008.49 85,339.850160 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 600.00 865.50 833.64 904.550170 MOBILIZATION FOR MILL & TEXT 1.000 LS 985.00 551.25 500.00 2,010.120180 ASPHALT PAVE MILLING & TEXTURING 33.000 TON 96.00 70.50 93.41 50.000190 TEMP SIGNAL MULTI PHASE 3.000 EACH 25,000.00 2,164.00 1,500.00 6,030.360200 EROSION CONTROL BLANKET 564.000 SQYD 2.00 4.15 3.75 3.770210 SEEDING AND PROTECTION 210.000 SQYD 2.00 5.00 4.50 4.520220 PAVE STRIPING-TEMP PAINT-4 IN 2,000.000 LF 1.00 .40 .70 .750230 PAVE STRIPING-TEMP REM TAPE-B 400.000 LF 3.00 3.50 2.25 2.760240 PAVE STRIPING-TEMP REM TAPE-Y 800.000 LF 2.00 3.25 1.50 1.56

1 00117 EATON ASPHALT PAVING CO INC AND SUBSIDIARY 271,140.002 00129 BLUEGRASS CONTRACTING CORPORATION 276,493.103 00124 THE W L HARPER CO 281,988.594 03229 HINKLE CONTRACTING COMPANY LLC 340,034.47

Contid: 14-2347

County: MASON District: 09 Date Let: 10-24-14 Contid: 14-2347 SYP: 09-4500



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60250 PAVE STRIPING-DUR TY 1-4 IN W 735.000 LF 4.00 3.75 5.90 3.170260 PAVE STRIPING-DUR TY 1-4 IN Y 1,470.000 LF 4.00 3.75 5.90 3.170270 PAVE MARKING-THERMO STOP BAR-24IN 13.000 LF 16.00 16.50 25.35 15.080280 DEMOBILIZATION 1.000 LS 4,100.00 4,087.00 4,900.00 5,100.00

Total Bid 271,140.00 276,493.10 281,988.59 340,034.47


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 319

BRIDGE DECK RESTORATION & WATERPROOFING BRIDGE OVER TYGARTS CREEK (MP 0.112)Number of Bidders 7

ENGINEERS ESTIMATE 561,559.10 LOW BIDDER is -18.17% from ENGINEERS ESTIMATEApparent Low Bidder Low > HALL CONTRACTING OF KENTUCKY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 BARRICADE-TYPE III 6.000 EACH 50.00 100.00 50.00 50.00 100.00 300.000020 TEMPORARY SIGNS 200.000 SQFT 5.00 1.00 2.00 5.00 7.00 8.750030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 46,000.00 38,000.00 500.00 50,000.00 2,000.00 11,500.000040 EXPAN JOINT REPLACE 4 IN 80.000 LF 665.00 575.00 850.00 760.00 800.00 475.000050 ARMORED EDGE FOR CONCRETE 40.000 LF 500.00 450.00 300.00 620.00 100.00 335.000060 ELIMINATE TRANSVERSE JOINT 60.000 LF 400.00 485.00 500.00 620.00 500.00 450.000070 BRIDGE OVERLAY APPROACH PAVEMENT 444.000 SQYD 50.00 43.10 45.00 45.00 30.00 35.000080 PAVE STRIPING-PERM PAINT-4 IN 1,184.000 LF 1.00 1.00 1.00 .40 1.00 2.000090 STEEL REINFORCEMENT 1,703.400 LB 1.75 1.50 3.00 1.00 3.00 1.200100 EPOXY SAND SLURRY 87.000 SQYD 26.00 20.00 12.00 11.00 10.00 36.000110 CONC CLASS M FULL DEPTH PATCH 6.000 CUYD 1,250.00 1,500.00 750.00 300.00 600.00 980.000120 CONCRETE OVERLAY-LATEX 36.300 CUYD 1,550.00 1,300.00 1,650.00 1,300.00 1,000.00 1,235.000130 BLAST CLEANING 958.000 SQYD 5.50 8.00 12.00 13.00 10.00 6.950140 MACHINE PREP OF SLAB 871.000 SQYD 7.50 15.00 15.00 28.00 10.00 14.000150 CONCRETE PATCHING REPAIR 1,600.000 SQFT 100.00 120.00 125.00 95.00 185.00 170.000160 CONCRETE SEALING 10,000.000 SQFT 1.75 4.00 3.00 5.00 5.00 11.000170 PARTIAL DEPTH PATCHING 27.200 CUYD 950.00 900.00 1,650.00 722.00 1,000.00 1,190.000180 DEMOBILIZATION 1.000 LS 7,500.00 7,500.00 7,535.32 7,700.00 8,310.55 9,006.98

1 02691 HALL CONTRACTING OF KENTUCKY INC 459,533.452 00349 BUSH & BURCHETT INC 497,414.503 02768 INTECH CONTRACTING LLC 509,889.524 03549 CIVIL CONSTRUCTORS LLC 512,384.405 02612 DELONG CONCRETE LLC 562,184.756 00131 M & M SERVICES CO INC 609,471.667 02185 AMERICAN CONTRACTING & SERVICES INC 662,378.40

Total Bid 459,533.45 497,414.50 509,889.52 512,384.40 562,184.75 609,471.66

Contid: 14-2903

County: CARTER District: 09 Date Let: 10-24-14 Contid: 14-2903 SYP:

Proposal Description: FE02 022 6062 B00035N Length: 0 Miles Time: 11/15/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder 7 Bidder 8 Bider 9 Bidder 10 Bidder 11 Bidder 120010 BARRICADE-TYPE III 6.000 EACH 150.000020 TEMPORARY SIGNS 200.000 SQFT 12.000030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5,000.000040 EXPAN JOINT REPLACE 4 IN 80.000 LF 750.000050 ARMORED EDGE FOR CONCRETE 40.000 LF 300.000060 ELIMINATE TRANSVERSE JOINT 60.000 LF 300.000070 BRIDGE OVERLAY APPROACH PAVEMENT 444.000 SQYD 55.000080 PAVE STRIPING-PERM PAINT-4 IN 1,184.000 LF 1.000090 STEEL REINFORCEMENT 1,703.400 LB 3.000100 EPOXY SAND SLURRY 87.000 SQYD 25.000110 CONC CLASS M FULL DEPTH PATCH 6.000 CUYD 1,700.000120 CONCRETE OVERLAY-LATEX 36.300 CUYD 2,250.000130 BLAST CLEANING 958.000 SQYD 7.000140 MACHINE PREP OF SLAB 871.000 SQYD 75.000150 CONCRETE PATCHING REPAIR 1,600.000 SQFT 180.000160 CONCRETE SEALING 10,000.000 SQFT 4.500170 PARTIAL DEPTH PATCHING 27.200 CUYD 900.000180 DEMOBILIZATION 1.000 LS 9,803.20



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 320

BRIDGE PAINTING & CLEANING GREENUP COUNTYNumber of Bidders 6

ENGINEERS ESTIMATE 8,478,678.00 LOW BIDDER is -32.31% from ENGINEERS ESTIMATEApparent Low Bidder Low > VIMAS PAINTING COMPANY INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 MAINTAIN & CONTROL TRAFFIC 1.000 LS 50,000.00 100,000.00 20,000.00 100,000.00 100,000.00 50,000.000020 CLEAN & PAINT STRUCTURAL STEEL 1.000 LS 5,100,000.00 7,270,000.00 9,300,000.00 9,626,200.00 9,797,000.00 11,127,981.820030 JOINT SEALING 532.000 LF 67.50 67.00 73.00 100.00 67.00 77.050040 PAINT CLEARANCE GAUGES 1.000 LS 50,000.00 50,000.00 42,000.00 80,000.00 70,000.00 150,000.000050 BEARING REPLACEMENT 5.000 EACH 12,550.00 12,500.00 13,000.00 13,000.00 12,500.00 13,800.000060 CHEMICAL TESTING EQUIPMENT 1.000 LS 100,000.00 99,964.64 105,000.00 100,000.00 115,000.00 133,750.000070 MOBILIZATION 1.000 LS 260,000.00 350,000.00 478,541.79 501,220.00 490,000.00 570,000.000080 DEMOBILIZATION 1.000 LS 80,980.00 150,000.00 143,562.54 150,500.00 153,856.00 182,000.00

1 02222 VIMAS PAINTING COMPANY INC 5,739,640.002 01513 NORTH STAR PAINTING COMPANY INC 8,118,108.643 02768 INTECH CONTRACTING LLC 10,192,940.334 03016 APBN INC 10,676,120.005 03065 SPARTAN CONTRACTING LLC 10,824,000.006 03620 OLYMPUS PAINTING CONTRACTORS INC J/V MONOKO LLC 12,323,722.42

Total Bid 5,739,640.00 8,118,108.64 10,192,940.33 10,676,120.00 10,824,000.00 12,323,722.42

Contid: 14-2959

County: GREENUP District: 09 Date Let: 10-24-14 Contid: 14-2959 SYP: 09-109.00

Proposal Description: FD04 SPP 045 008S B00064N Length: 0 Miles Time: 11/15/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 321

ASPHALT RESURFACING LONG POND ROAD (KY 1027)Number of Bidders 2

ENGINEERS ESTIMATE 103,471.06 LOW BIDDER is -19.33% from ENGINEERS ESTIMATEApparent Low Bidder Low > PENNYRILE ASPHALT LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 AGGREGATE FOR MAILBOX TURNOUTS 75.000 TON 15.00 19.400020 LEVELING & WEDGING PG64-22 143.000 TON 55.26 63.810030 CL2 ASPH SURF 0.38D PG64-22 1,165.000 TON 55.26 59.710040 TEMPORARY SIGNS 170.000 SQFT 4.00 5.840050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 900.00 1,077.540060 MOBILIZATION FOR MILL & TEXT 1.000 LS 1,500.00 3,500.000070 ASPHALT PAVE MILLING & TEXTURING 15.000 TON 75.00 35.000080 PAVE STRIPING-TEMP PAINT-4 IN 7,230.000 LF .18 .180090 PAVE STRIPING-PERM PAINT-4 IN 14,460.000 LF .23 .230100 DEMOBILIZATION 1.000 LS 1,233.56 1,666.56

1 03168 PENNYRILE ASPHALT LLC 83,470.842 00818 ROGERS GROUP INC 92,531.08

Total Bid 83,470.84 92,531.08

Contid: 14-3269

County: CHRISTIAN District: 02 Date Let: 10-24-14 Contid: 14-3269 SYP:

Proposal Description: CB06 024 1027 001-004 Length: 1.84 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 322

ASPHALT RESURFACING NARROWS BRANCH ROAD (CR 1078)Number of Bidders 1

ENGINEERS ESTIMATE 199,005.98 LOW BIDDER is 4.51% from ENGINEERS ESTIMATEApparent Low Bidder Low > MOUNTAIN ENTERPRISES INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 CL2 ASPH SURF 0.38D PG64-22 2,147.000 TON 94.000020 TEMPORARY SIGNS 150.000 SQFT .010030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 3,080.000040 DEMOBILIZATION 1.000 LS 3,080.00

1 02938 MOUNTAIN ENTERPRISES INC 207,979.50


Contid: 14-3271

County: PIKE District: 12 Date Let: 10-24-14 Contid: 14-3271 SYP:

Proposal Description: CB06 098 5078 000-004 Length: 3.70 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 323

ASPHALT RESURFACING PEKIN PIKE (KY 33)Number of Bidders 2

ENGINEERS ESTIMATE 118,526.52 LOW BIDDER is -23.76% from ENGINEERS ESTIMATEApparent Low Bidder Low > LEXINGTON QUARRY COMPANY

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 90.000 TON 74.00 67.000020 ASPHALT MIX FOR PAVEMENT WEDGE 125.000 TON 74.00 68.000030 CL2 ASPH SURF 0.38D PG64-22 830.000 TON 74.00 75.500040 BARRICADE-TYPE III 2.000 EACH 150.00 11.250050 TEMPORARY SIGNS 150.000 SQFT 8.00 8.250060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 825.00 2,700.000070 MOBILIZATION FOR MILL & TEXT 1.000 LS 1,745.00 5,913.850080 ASPHALT PAVE MILLING & TEXTURING 25.000 TON 10.00 83.250090 BASE FAILURE REPAIR 70.000 SQYD 55.00 100.500100 PAVE STRIPING-TEMP PAINT-4 IN 7,000.000 LF .01 .100110 PAVE STRIPING-PERM PAINT-4 IN 23,650.000 LF .13 .100120 PAVE MARKING-THERMO STOP BAR-24IN 25.000 LF 15.30 8.250130 DEMOBILIZATION 1.000 LS 1,340.00 1,492.00

1 02067 LEXINGTON QUARRY COMPANY 90,367.002 00129 BLUEGRASS CONTRACTING CORPORATION 100,948.35

Total Bid 90,367.00 100,948.35

Contid: 14-2345

County: JESSAMINE District: 07 Date Let: 10-24-14 Contid: 14-2345 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 324

ASPHALT RESURFACING EAST HIGHWAY 80 (KY 80) (WESTBOUND & CENTER TURN LANES ONLY)Number of Bidders 1

ENGINEERS ESTIMATE 576,848.17 LOW BIDDER is 5.33% from ENGINEERS ESTIMATEApparent Low Bidder Low > MOUNTAIN ENTERPRISES INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 520.000 TON 96.500020 CL3 ASPH SURF 0.38B PG76-22 3,679.000 TON 108.800030 TEMPORARY SIGNS 250.000 SQFT 8.600040 MAINTAIN & CONTROL TRAFFIC 1.000 LS 14,750.000050 PORTABLE CHANGEABLE MESSAGE SIGN 1.000 EACH 741.000060 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,250.000070 ASPHALT PAVE MILLING & TEXTURING 3,679.000 TON 21.000080 SHOULDER RUMBLE STRIPS-SAWED 21,450.000 LF .500090 ARROW PANEL 1.000 EACH 525.000100 PAVE STRIPING-TEMP PAINT-4 IN 31,350.000 LF .180110 PAVE STRIPING-PERM PAINT-4 IN 36,250.000 LF .220120 PAVE MARKING-THERMO CURV ARROW 8.000 EACH 125.000130 REMOVE PAVEMENT MARKER TYPE V 367.000 EACH 6.000140 FUEL ADJUSTMENT 6,536.000 DOLL 1.000150 ASPHALT ADJUSTMENT 16,416.000 DOLL 1.000160 DEMOBILIZATION 1.000 LS 8,979.80

1 02938 MOUNTAIN ENTERPRISES INC 607,607.00


Contid: 14-2355

County: KNOTT District: 12 Date Let: 10-24-14 Contid: 14-2355 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 325

ASPHALT RESURFACING NASHVILLE STREET-WEST 9TH STREET (US 431)Number of Bidders 1


Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 250.000 TON 70.400020 CL3 ASPH BASE 1.00D PG76-22 90.000 TON 79.600030 CL3 ASPH SURF 0.38B PG76-22 70.000 TON 90.050040 CL3 ASPH SURF 0.38B PG64-22 3,100.000 TON 69.900050 TEMPORARY SIGNS 336.000 SQFT 6.000060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 9,045.000070 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 2,080.000080 MOBILIZATION FOR MILL & TEXT 1.000 LS 880.000090 ASPHALT PAVE MILLING & TEXTURING 3,510.000 TON 14.750100 CONDUIT-1 1/4 IN 50.000 LF 12.000110 ELECTRICAL JUNCTION BOX TYPE B 3.000 EACH 535.000120 TRENCHING AND BACKFILLING 30.000 LF 8.000130 LOOP WIRE 1,790.000 LF .600140 CABLE-NO. 14/1 PAIR 400.000 LF 1.950150 LOOP SAW SLOT AND FILL 1,100.000 LF 14.000160 PAVE STRIPING-TEMP PAINT-4 IN 128,832.000 LF .190170 PAVE STRIPING-PERM PAINT-4 IN 64,416.000 LF .210180 PAVE MARKING-THERMO STOP BAR-24IN 48.000 LF 12.000190 PAVE MARKING-THERMO CROSS-HATCH 500.000 SQFT 5.250200 PAVE MARKING-THERMO CURV ARROW 2.000 EACH 350.000210 REMOVE PAVEMENT MARKER TYPE V 403.000 EACH 4.000220 FUEL ADJUSTMENT 5,463.000 DOLL 1.000230 ASPHALT ADJUSTMENT 13,723.000 DOLL 1.000240 DEMOBILIZATION 1.000 LS 5,682.74



Contid: 14-2353

County: LOGAN District: 03 Date Let: 10-24-14 Contid: 14-2353 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 326

ASPHALT RESURFACING INDEX-CANNEL CITY ROAD (KY 191)Number of Bidders 1

ENGINEERS ESTIMATE 542,312.62 LOW BIDDER is 2.00% from ENGINEERS ESTIMATEApparent Low Bidder Low > HINKLE CONTRACTING COMPANY LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 975.000 TON 86.950020 CL2 ASPH SURF 0.38D PG64-22 4,460.000 TON 86.950030 TEMPORARY SIGNS 450.000 SQFT 1.000040 MAINTAIN & CONTROL TRAFFIC 1.000 LS 4,800.000050 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,500.000060 ASPHALT PAVE MILLING & TEXTURING 125.000 TON 72.000070 PAVE STRIPING-TEMP PAINT-4 IN 26,000.000 LF .100080 PAVE STRIPING-PERM PAINT-4 IN 118,150.000 LF .200090 FUEL ADJUSTMENT 8,450.000 DOLL 1.000100 ASPHALT ADJUSTMENT 21,250.000 DOLL 1.000110 DEMOBILIZATION 1.000 LS 7,900.00

1 03229 HINKLE CONTRACTING COMPANY LLC 553,153.25


Contid: 14-2352

County: MORGAN District: 10 Date Let: 10-24-14 Contid: 14-2352 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 327

ASPHALT RESURFACING DUNMOR-BELTON ROAD (US 431)Number of Bidders 1

ENGINEERS ESTIMATE 699,297.11 LOW BIDDER is 1.19% from ENGINEERS ESTIMATEApparent Low Bidder Low > ROAD BUILDERS LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 225.000 TON 34.000020 LEVELING & WEDGING PG64-22 489.000 TON 86.800030 CL2 ASPH SURF 0.38D PG64-22 5,735.000 TON 81.800040 TEMPORARY SIGNS 510.000 SQFT 5.000050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 12,500.000060 ASPHALT PAVE MILLING & TEXTURING 368.000 TON 34.060070 BASE FAILURE REPAIR 387.000 SQYD 115.000080 PAVE STRIPING-TEMP PAINT-4 IN 135,450.000 LF .020090 PAVE STRIPING-PERM PAINT-4 IN 135,450.000 LF .400100 REMOVE PAVEMENT MARKER TYPE V 875.000 EACH 10.000110 FUEL ADJUSTMENT 8,580.000 DOLL 1.000120 ASPHALT ADJUSTMENT 14,994.000 DOLL 1.000130 RUMBLE STRIPE-SAW CUT 63,800.000 LF .260140 DEMOBILIZATION 1.000 LS 10,500.00

1 02760 ROAD BUILDERS LLC 707,608.28


Contid: 14-2351

County: MUHLENBERG District: 02 Date Let: 10-24-14 Contid: 14-2351 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 328

ASPHALT RESURFACING VERSAILLES ROAD (US 60)Number of Bidders 1

ENGINEERS ESTIMATE 390,156.15 LOW BIDDER is 7.94% from ENGINEERS ESTIMATEApparent Low Bidder Low > H G MAYS CORPORATION

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 650.000 TON 29.400020 LEVELING & WEDGING PG64-22 30.000 TON 110.400030 CL3 ASPH BASE 1.00D PG64-22 300.000 TON 74.700040 CL3 ASPH BASE 1.00D PG76-22 95.000 TON 162.010050 CL3 ASPH SURF 0.38A PG76-22 960.000 TON 110.400060 ASPHALT PAVE MILLING & TEXTURING 960.000 TON 25.500070 SHOULDER RUMBLE STRIPS-SAWED 895.000 LF 6.300080 JOINT ADHESIVE 8,570.000 LF 1.820090 STANDARD HEADER CURB 15.000 LF 80.330100 ISLAND HEADER CURB TYPE 1 39.000 LF 80.330110 CEM CONC ENT PAVEMENT-8 IN 170.000 SQYD 107.620120 TEMPORARY SIGNS 50.000 SQFT 10.000130 MAINTAIN & CONTROL TRAFFIC 1.000 LS 33,585.000140 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 1,750.000150 MOBILIZATION FOR MILL & TEXT 1.000 LS 2,600.000160 STAKING 1.000 LS 8,400.000170 ARROW PANEL 2.000 EACH 500.000180 EXCAVATION AND BACKFILL 821.000 CUYD 23.100190 CLEAN ROADWAY DRAINS 1.000 EACH 840.000200 REPAIR CONCRETE CURB 7.000 LF 89.250210 REMOVE AND REPLACE SIDEWALK 7.000 SQYD 157.500220 SBM ALUM SHEET SIGNS .080 IN 5.000 SQFT 17.330230 STEEL POST TYPE 1 16.000 LF 25.200240 PAVE STRIPING-TEMP PAINT-4 IN 3,250.000 LF .780250 PAVE STRIPING-PERM PAINT-4 IN 6,920.000 LF .780260 PAVE MARKING-THERMO X-WALK-12 IN 673.000 LF 3.150270 PAVE MARKING-THERMO STOP BAR-24IN 292.000 LF 6.300280 PAVE MARKING-THERMO CROSS-HATCH 550.000 SQFT 3.15

1 00360 H G MAYS CORPORATION 421,148.79

Contid: 14-1270

County: FRANKLIN District: 05 Date Let: 10-24-14 Contid: 14-1270 SYP: 05-00526.00



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 PAVE MARKING-THERMO CURV ARROW 25.000 EACH 78.750300 PAVE MARKING-THERMO COMB ARROW 1.000 EACH 131.250310 PAVEMENT MARKER TYPE V-MW 56.000 EACH 31.500320 PAVEMENT MARKER TYPE V-BY 25.000 EACH 31.500330 CONCRETE-CLASS A 9.000 CUYD 1,155.000340 FUEL ADJUSTMENT 2,019.000 DOLL 1.000350 WATER BLASTING EXISTING STRIPE 3,935.000 LF .530360 QWICK CURB MEDIAN SEPARATOR 482.000 LF 83.240370 DETECTABLE WARNINGS 36.000 SQFT 63.000380 BARCODE SIGN INVENTORY 2.000 EACH 5.300390 SODDING 6.000 SQYD 100.000400 CONDUIT-1 IN 80.000 LF 3.150410 CONDUIT-1 1/4 IN 160.000 LF 8.400420 ELECTRICAL JUNCTION BOX TYPE B 8.000 EACH 315.000430 TRENCHING AND BACKFILLING 240.000 LF 8.400440 LOOP WIRE 3,460.000 LF 6.300450 CABLE-NO. 14/1 PAIR 1,560.000 LF 1.050460 LOOP SAW SLOT AND FILL 1,750.000 LF .530470 TEMP RELOCATION OF SIGNAL HEAD 12.000 EACH 210.000480 DEMOBILIZATION 1.000 LS 6,194.04



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 329

GUARDRAIL MURL ROAD (KY 1546)Number of Bidders 1

ENGINEERS ESTIMATE 14,828.00 LOW BIDDER is 139.15% from ENGINEERS ESTIMATEApparent Low Bidder Low > N H STONE INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE 16.000 EACH 10.000020 INSTALL GUARDRAIL-STEEL W BM-S FACE 800.000 LF 13.000030 GUARDRAIL END TREATMENT TYPE 7 2.000 EACH 1,200.000040 TEMPORARY SIGNS 150.000 SQFT .010050 DEMOBILIZATION 1.000 LS 15,000.000060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2,500.000070 EROSION CONTROL 1.000 LS 5,000.00

1 00241 N H STONE INC 35,461.50

Total Bid 35,461.50

Contid: 14-2346

County: WAYNE District: 08 Date Let: 10-24-14 Contid: 14-2346 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 401

ASPHALT RESURFACING VARIOUS ROUTES IN HENDERSON COUNTYNumber of Bidders 3

ENGINEERS ESTIMATE 872,739.73 LOW BIDDER is -18.61% from ENGINEERS ESTIMATEApparent Low Bidder Low > ROGERS GROUP INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 DGA BASE 1,575.000 TON 27.98 29.00 39.500020 CL2 ASPH BASE 1.00D PG64-22 2,585.000 TON 70.68 69.00 84.000030 CL2 ASPH SURF 0.38D PG64-22 3,600.000 TON 71.14 75.80 77.750040 TEMPORARY SIGNS 670.000 SQFT 5.40 8.50 8.500050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2,159.40 3,600.00 1,000.000060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 8,853.51 9,200.00 1,960.000070 MAINTAIN & CONTROL TRAFFIC 1.000 LS 6,262.25 6,400.00 5,434.700080 MOBILIZATION FOR MILL & TEXT 1.000 LS 1,067.24 1,000.00 2,000.000090 MOBILIZATION FOR MILL & TEXT 1.000 LS 1,067.24 1,000.00 2,000.000100 ASPHALT PAVE MILLING & TEXTURING 3,400.000 TON 12.14 11.00 16.120110 BASE FAILURE REPAIR 1,540.000 SQYD 47.08 76.00 94.490120 TRENCHING 86,032.000 LF .27 .32 .590130 PAVE STRIPING-TEMP PAINT-4 IN 29,220.000 LF .19 .19 .190140 PAVE STRIPING-PERM PAINT-4 IN 72,524.000 LF .23 .23 .230150 FUEL ADJUSTMENT 12,235.000 DOLL 1.00 1.00 1.000160 ASPHALT ADJUSTMENT 21,929.000 DOLL 1.00 1.00 1.000170 DEMOBILIZATION 1.000 LS 10,996.53 16,000.00 13,425.00

1 00818 ROGERS GROUP INC 710,308.632 00697 J H RUDOLPH & CO INC AND SUBSIDIARIES 778,181.563 02326 E & B PAVING INC 898,245.00

Total Bid 710,308.63 778,181.56 898,245.00

Contid: 14-3268

County: HENDERSON District: 02 Date Let: 10-24-14 Contid: 14-3268 SYP:

Proposal Description: 051GR14R100-CB06 Length: 9.79 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 402

BRIDGE PAINTING & CLEANING KNOTT COUNTYNumber of Bidders 4

ENGINEERS ESTIMATE 272,150.10 LOW BIDDER is -7.08% from ENGINEERS ESTIMATEApparent Low Bidder Low > KMX PAINTING INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5,000.00 10,000.00 5,000.00 5,000.000020 CLEAN & PAINT STRUCTURAL STEEL 1.000 LS 90,000.00 94,000.00 102,000.00 155,000.000030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5,000.00 10,000.00 5,000.00 5,000.000040 EXPAN JOINT REPLACE 4 IN 48.000 LF 850.00 850.00 775.00 850.000050 ARMORED EDGE FOR CONCRETE 48.000 LF 185.00 185.00 225.00 185.000060 STEEL REINFORCEMENT 270.000 LB 3.00 3.00 2.00 3.000070 CLEAN & PAINT STRUCTURAL STEEL 1.000 LS 87,000.00 110,000.00 102,000.00 156,310.000080 REINSTALL HANDRAIL 1.000 LS 2,500.00 2,500.00 18,000.00 2,500.000090 MOBILIZATION 1.000 LS 9,300.00 13,000.00 14,247.00 18,000.000100 DEMOBILIZATION 1.000 LS 3,600.00 4,200.00 5,200.00 5,700.00

1 03462 KMX PAINTING INC 252,890.002 03390 NIKA CONTRACTING INC 294,190.003 03078 EURO PAINT LLC 299,987.004 03583 300 INDUSTRIAL LLC 398,000.00

Total Bid 252,890.00 294,190.00 299,987.00 398,000.00

Contid: 14-2963

County: KNOTT District: 12 Date Let: 10-24-14 Contid: 14-2963 SYP:

Proposal Description: 060GR14M080 - FE02 Length: 0 Miles Time: 07/31/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 403

BRIDGE DECK RESTORATION & WATERPROOFING BRIDGE OVERLAYS IN WAYNE COUNTYNumber of Bidders 5

ENGINEERS ESTIMATE 406,906.40 LOW BIDDER is -4.17% from ENGINEERS ESTIMATEApparent Low Bidder Low > DELONG CONCRETE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 TEMPORARY SIGNS 447.000 SQFT 15.00 6.00 10.85 7.00 5.000020 MAINTAIN & CONTROL TRAFFIC 1.000 LS 7,500.00 10,000.00 11,000.00 5,000.00 25,000.000030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 7,500.00 10,000.00 11,000.00 5,000.00 25,000.000040 MAINTAIN & CONTROL TRAFFIC 1.000 LS 7,500.00 10,000.00 11,000.00 5,000.00 25,000.000050 LANE CLOSURE 6.000 EACH 2,000.00 1,000.00 4,200.00 1,500.00 150.000060 ARMORED EDGE FOR CONCRETE 175.800 LF 200.00 300.00 335.00 255.00 400.000070 ELIMINATE TRANSVERSE JOINT 176.400 LF 500.00 200.00 415.00 300.00 400.000080 BRIDGE OVERLAY APPROACH PAVEMENT 1,510.000 SQYD 30.00 44.00 48.00 51.51 80.000090 TEMP SIGNAL 2 PHASE 3.000 EACH 7,500.00 6,000.00 3,650.00 5,000.00 3,500.000100 PAVE STRIPING-PERM PAINT-4 IN 1,330.000 LF 1.00 1.00 5.00 3.00 1.250110 PAVE STRIPING-TEMP REM TAPE-B 3,000.000 LF 2.00 1.50 1.95 2.10 1.800120 PAVE STRIPING-TEMP REM TAPE-W 6,000.000 LF 1.50 1.25 1.35 1.20 1.200130 PAVE STRIPING-TEMP REM TAPE-Y 6,000.000 LF 1.50 1.25 1.35 1.20 1.200140 STEEL REINFORCEMENT 2,304.600 LB 3.00 2.00 1.18 2.15 1.750150 EPOXY SAND SLURRY 293.800 SQYD 20.00 25.00 39.00 10.00 22.000160 CONC CLASS M FULL DEPTH PATCH 6.000 CUYD 100.00 800.00 865.00 1,800.00 1,500.000170 CONCRETE OVERLAY-LATEX 36.500 CUYD 1,500.00 2,000.00 2,050.00 3,500.00 2,400.000180 BLAST CLEANING 1,168.000 SQYD 10.00 15.00 14.00 8.00 5.000190 MACHINE PREP OF SLAB 875.000 SQYD 20.00 40.00 31.00 100.00 18.000200 PARTIAL DEPTH PATCHING 24.300 CUYD 1,200.00 1,000.00 2,200.00 880.00 1,000.000210 DEMOBILIZATION 1.000 LS 5,765.00 5,978.20 7,476.13 7,616.60 8,500.00

1 02612 DELONG CONCRETE LLC 389,939.802 02768 INTECH CONTRACTING LLC 404,524.403 00131 M & M SERVICES CO INC 505,884.714 02185 AMERICAN CONTRACTING & SERVICES INC 514,635.595 02691 HALL CONTRACTING OF KENTUCKY INC 533,264.15

Total Bid 389,939.80 404,524.40 505,884.71 514,635.59 533,264.15

Contid: 14-2927

County: WAYNE District: 08 Date Let: 10-24-14 Contid: 14-2927 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 404

ASPHALT SURFACE WITH GRADE & DRAIN OAKLEY CREEK-TIPTOP ROAD (KY 1635)Number of Bidders 1

ENGINEERS ESTIMATE 1,622,482.24 LOW BIDDER is 20.87% from ENGINEERS ESTIMATEApparent Low Bidder Low > MOUNTAIN ENTERPRISES INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 1,138.000 TON 95.600020 CL2 ASPH BASE 1.00D PG64-22 66.000 TON 135.000030 CL2 ASPH SURF 0.38D PG64-22 4,150.000 TON 95.600040 BARRICADE-TYPE III 2.000 EACH 175.000050 TEMPORARY SIGNS 170.000 SQFT 13.500060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 34,500.000070 MOBILIZATION FOR MILL & TEXT 1.000 LS 3,500.000080 ASPHALT PAVE MILLING & TEXTURING 3,785.000 TON 36.350090 BASE FAILURE REPAIR 4,160.000 SQYD 159.500100 PAVE STRIPING-TEMP PAINT-4 IN 55,229.000 LF .200110 PAVE STRIPING-PERM PAINT-4 IN 44,183.000 LF .250120 FUEL ADJUSTMENT 8,334.000 DOLL 1.000130 ASPHALT ADJUSTMENT 20,932.000 DOLL 1.000140 CULVERT PIPE-18 IN 608.000 LF 180.000150 CULVERT PIPE-24 IN 40.000 LF 195.000160 CULVERT PIPE-54 IN EQUIV 135.000 LF 495.000170 PIPE CULVERT HEADWALL-18 IN 34.000 EACH 2,000.000180 PIPE CULVERT HEADWALL-24 IN 3.000 EACH 2,500.000190 PIPE CULVERT HEADWALL-36 IN 1.000 EACH 3,500.000200 REMOVE PIPE 530.000 LF 15.000210 GRANULAR EMBANKMENT 1,315.000 CUYD 52.000220 DITCHING 26,838.000 LF 3.900230 CHANNEL LINING CLASS III 200.000 TON 56.000240 TEMPORARY SIGNS 170.000 SQFT 13.500250 FABRIC-GEOTEXTILE TYPE IV 1,393.000 SQYD 2.250260 MAINTAIN & CONTROL TRAFFIC 1.000 LS 38,000.000270 REMOVE CULVERT PIPE HEADWALL 22.000 EACH 585.000280 DEMOBILIZATION 1.000 LS 42,000.00

1 02938 MOUNTAIN ENTERPRISES INC 1,961,112.55

Contid: 14-2326

County: MAGOFFIN District: 10 Date Let: 10-24-14 Contid: 14-2326 SYP:

Proposal Description: 077GR14P084-FE01 & CD01 Length: 10.96 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Total Bid 1,961,112.55


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 405

BRIDGE REPAIRS EXPANSION JOINTS LONGITUDINAL BRIDGE JOINTS IN FLOYD COUNTY.Number of Bidders 5

ENGINEERS ESTIMATE 1,059,653.09 LOW BIDDER is -17.71% from ENGINEERS ESTIMATEApparent Low Bidder Low > M & M SERVICES CO INC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 TEMPORARY SIGNS 298.000 SQFT 10.50 10.00 6.00 6.00 20.000020 MAINTAIN & CONTROL TRAFFIC 1.000 LS 10,500.00 9,000.00 10,000.00 6,000.00 10,000.000030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 10,500.00 11,500.00 10,000.00 20,000.00 10,000.000040 LANE CLOSURE 4.000 EACH 4,100.00 5,500.00 1,000.00 2,000.00 1,500.000050 ARROW PANEL 4.000 EACH 590.00 2,000.00 1,000.00 1,000.00 500.000060 EXPAN JOINT ASSEMBLY 942.500 LF 800.00 850.00 935.00 1,185.00 1,200.000070 PAVE STRIPING-PERM PAINT-4 IN 740.000 LF 3.00 .40 .75 .40 1.000080 PAVE STRIPING-TEMP REM TAPE-B 1,000.000 LF 2.35 3.00 2.00 3.10 2.000090 PAVE STRIPING-TEMP REM TAPE-W 4,000.000 LF 1.40 1.55 1.50 1.65 1.500100 PAVE STRIPING-TEMP REM TAPE-Y 4,000.000 LF 1.60 1.55 1.50 1.65 1.500110 PAVE MARKING-THERMO CURV ARROW 3.000 EACH 600.00 115.00 115.00 115.00 300.000120 STEEL REINFORCEMENT 1,336.000 LB 2.25 3.00 2.00 3.00 3.000130 CONCRETE PATCHING REPAIR 200.000 SQFT 195.00 120.00 200.00 180.00 150.000140 PAVE MARK TY 1 TAPE-CURV ARROW 3.000 EACH 600.00 265.00 265.00 265.00 300.000150 DEMOBILIZATION 1.000 LS 12,885.98 13,500.00 14,540.90 18,243.03 18,262.62

1 00131 M & M SERVICES CO INC 871,950.982 00349 BUSH & BURCHETT INC 912,949.003 02768 INTECH CONTRACTING LLC 983,933.404 02185 AMERICAN CONTRACTING & SERVICES INC 1,232,637.535 02612 DELONG CONCRETE LLC 1,233,770.62

Total Bid 871,950.98 912,949.00 983,933.40 1,232,637.53 1,233,770.62

Contid: 14-2924

County: FLOYD District: 12 Date Let: 10-24-14 Contid: 14-2924 SYP:



Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 406

ASPHALT RESURFACING VARIOUS ROUTES IN TRIMBLE COUNTYNumber of Bidders 2

ENGINEERS ESTIMATE 330,841.87 LOW BIDDER is -9.71% from ENGINEERS ESTIMATEApparent Low Bidder Low > OHIO VALLEY ASPHALT LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 206.000 TON 75.00 95.000020 ASPHALT MIX FOR PAVEMENT WEDGE 100.000 TON 75.00 130.000030 CL2 ASPH SURF 0.38D PG64-22 3,010.000 TON 75.00 95.000040 TEMPORARY SIGNS 400.000 SQFT .01 4.000050 EDGE KEY 160.000 LF 40.00 16.000060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 6,000.00 4,500.000070 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5,000.00 4,500.000080 PAVE STRIPING-TEMP PAINT-4 IN 59,400.000 LF .14 .010090 PAVE STRIPING-PERM PAINT-4 IN 54,000.000 LF .14 .170100 FUEL ADJUSTMENT 4,533.000 DOLL 1.00 1.000110 ASPHALT ADJUSTMENT 7,989.000 DOLL 1.00 1.000120 DEMOBILIZATION 1.000 LS 4,230.00 5,520.00

1 02395 OHIO VALLEY ASPHALT LLC 298,732.002 00568 MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. 359,496.00

Total Bid 298,732.00 359,496.00

Contid: 14-3119

County: TRIMBLE District: 05 Date Let: 10-24-14 Contid: 14-3119 SYP:

Proposal Description: 112 GR14 000R107-CB06 Length: 4.18 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Call: 407

ASPHALT RESURFACING VARIOUS ROUTES IN WARREN COUNTYNumber of Bidders 1

ENGINEERS ESTIMATE 1,037,264.74 LOW BIDDER is 9.35% from ENGINEERS ESTIMATEApparent Low Bidder Low > SCOTTY'S CONTRACTING AND STONE LLC

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60010 LEVELING & WEDGING PG64-22 460.000 TON 75.000020 CL2 ASPH BASE 1.00D PG64-22 25.000 TON 84.820030 CL2 ASPH SURF 0.38D PG64-22 4,990.000 TON 75.050040 ENTRANCE PIPE-15 IN 364.000 LF 48.060050 CULVERT PIPE-18 IN 227.000 LF 201.950060 CULVERT PIPE-24 IN 3.000 LF 82.020070 CULVERT PIPE-30 IN 80.000 LF 200.280080 CULVERT PIPE-36 IN 33.000 LF 258.420090 REMOVE PIPE 503.000 LF 42.720100 CHANNEL LINING CLASS II 1,800.000 TON 29.040110 CLEARING AND GRUBBING 1.000 LS 42,156.000120 TEMPORARY SIGNS 560.000 SQFT 7.000130 DITCHING AND SHOULDERING 22,726.000 LF 10.090140 FABRIC-GEOTEXTILE TYPE IV 11,000.000 SQYD 2.030150 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2,920.000160 MAINTAIN & CONTROL TRAFFIC 1.000 LS 50,520.980170 MOBILIZATION FOR MILL & TEXT 1.000 LS 875.000180 MOBILIZATION FOR MILL & TEXT 1.000 LS 550.020190 ASPHALT PAVE MILLING & TEXTURING 145.000 TON 42.920200 BASE FAILURE REPAIR 285.000 SQYD 82.230210 PAVE STRIPING-TEMP PAINT-4 IN 35,300.000 LF .190220 PAVE STRIPING-TEMP PAINT-4 IN 53,400.000 LF .190230 PAVE STRIPING-PERM PAINT-4 IN 166,004.000 LF .210240 PAVE MARKING-THERMO STOP BAR-24IN 144.000 LF 12.000250 FUEL ADJUSTMENT 8,522.000 DOLL 1.000260 ASPHALT ADJUSTMENT 21,405.000 DOLL 1.000270 EROSION CONTROL 1.000 LS 71,562.740280 FENCE-SPECIAL 1,145.000 LF 6.81


Contid: 14-3270

County: WARREN District: 03 Date Let: 10-24-14 Contid: 14-3270 SYP:

Proposal Description: 114GR14R067-CB06 Length: 8.40 Miles Time: 06/30/2015


Date Run : 10/24/14 , 2:41:24 PM GMT-04:00

Prop Line Item Description Quantity Unit Bidder1 Bidder2 Bidder3 Bidder4 Bidder5 Bidder60290 DEMOBILIZATION 1.000 LS 16,320.77

Total Bid 1,134,299.06

kytc department of highways bid tab award sheet …...0600 curb box inlet type a t 4.000 each...

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