KYTC DEPARTMENT OF HIGHWAYS UNIT BID TAB SHEET FOR LETTING Date Run :August 27, 2010 ... · 2010. 8. 27. · 0210 clean temp silt fence 3,005.000 lf 0.1000 0.1000 0.5000 0.2500

KYTC DEPARTMENT OF HIGHWAYS UNIT BID TAB SHEET FOR LETTING Call: 100 Contract ID: 10-1036 Sheet 2 Date Run :August 27, 2010 01:01 pm

County: MARTIN District: 12 Date Let : 08-27-10 Call: 100 Contid: 10-1036 Proposal Description: STPR 0401(065) Length: 0 Time: 174 WORKING BRIDGE WITH GRADE & DRAIN INEZ-WARFIELD ROAD (KY 40) Number of Bidders 4 1 HAYDON BRIDGE COMPANY INC 4,219,676.14 2 BUSH & BURCHETT INC $ 4,221,402.90 3 FREDERICK & MAY CONSTRUCTION CO 4,274,362.10 4 ELMO GREER & SONS LLC $ 4,909,486.35

ENGINEERS ESTIMATE 4,732,065.74 LOW BIDDER is -10.82 % FROM ENGINEER'S ESTIMATE

Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description

0010 CRUSHED AGGREGATE SIZE NO 2 1.000 TON 150.0000 150.0000 50.0000 100.0000 0020 CULVERT PIPE-15 IN 8.000 LF 240.0000 240.0000 40.0000 44.0000 0030 CULVERT PIPE-24 IN 158.000 LF 95.0000 95.0000 120.0000 82.0000 0040 PERFORATED PIPE-4 IN 132.000 LF 8.4500 8.4500 6.0000 20.0000 0050 NON-PERFORATED PIPE-4 IN 10.000 LF 15.0000 15.0000 4.0000 20.0000 0060 PERF PIPE HEADWALL TY 4-4 IN 1.000 EACH 400.0000 400.0000 400.0000 400.0000 0070 CURB BOX INLET TYPE B-B 2.000 EACH 2500.0000 5000.0000 1200.0000 1235.0000 0080 DROP BOX INLET TYPE 1 1.000 EACH 2900.0000 2900.0000 2600.0000 2950.0000 0090 TEMP DITCH 951.000 LF 0.1000 0.1000 1.0000 1.0000 0100 ROADWAY EXCAVATION 60,676.000 CUYD 8.9000 8.9000 8.5000 10.5200 0110 WATER 262.000 MGAL 1.0000 1.0000 1.0000 1.0000 0120 CHANNEL LINING CLASS IV 239.000 CUYD 9.0000 9.0000 10.0000 21.0000 0130 CLEARING AND GRUBBING 1.000 LS 30000.0000 16000.0000 18000.0000 105000.0000 0140 SIGNS 81.000 SQFT 20.0000 12.0000 13.0000 15.0000 0150 FABRIC GEOTEXTILE TY IV FOR PIPE 111.000 SQYD 2.0000 2.0000 2.0000 2.0000 0160 MAINTAIN & CONTROL TRAFFIC 1.000 LS 49277.0000 60000.0000 40000.0000 110000.0000 0170 PORTABLE CHANGEABLE MESSAGE SIGN 3.000 EACH 6000.0000 6000.0000 8500.0000 8000.0000 0180 TEMP SILT FENCE 1,503.000 LF 2.5000 2.5000 2.0000 3.0000 0190 SILT TRAP TYPE B 7.000 EACH 90.0000 90.0000 175.0000 300.0000 0200 CLEAN SILT TRAP TYPE B 21.000 EACH 25.0000 25.0000 50.0000 25.0000 0210 CLEAN TEMP SILT FENCE 3,005.000 LF 0.1000 0.1000 0.5000 0.2500 0220 STAKING 1.000 LS 9500.0000 10000.0000 7500.0000 12000.0000 0230 CONCRETE BARRIER WALL TYPE 9T 689.000 LF 10.0000 15.0000 15.0000 15.0000 0240 TEMP MULCH 27,029.000 SQYD 0.2300 0.2300 0.2300 0.3000 0250 TEMP SEEDING AND PROTECTION 27,029.000 SQYD 0.2300 0.2300 0.2300 0.3200 0260 TOPDRESSING FERTILIZER 0.239 TON 3125.0000 3125.0000 3125.0000 3000.0000 0270 SEEDING AND PROTECTION 4,620.000 SQYD 0.8000 0.8000 0.8000 1.1000 0280 SPECIAL SEEDING CROWN VETCH 3,338.000 SQYD 0.2000 0.2000 0.2000 0.5000 0290 PAVE STRIPING-TEMP PAINT-4 IN 2,756.000 LF 1.0000 2.5000 0.8500 0.5000 0300 CRUSHED AGGREGATE SLOPE PROT 35.000 TON 43.0000 43.0000 33.0000 40.5000 0310 CONCRETE-CLASS A 2.850 CUYD 850.0000 850.0000 1000.0000 1095.0000 0320 CONCRETE-CLASS A 4.000 CUYD 300.0000 300.0000 1000.0000 620.0000 0330 STEEL REINFORCEMENT 22.000 LB 10.0000 10.0000 2.5000 1.3300 0340 FUEL ADJUSTMENT 4,558.000 DOLL 1.0000 1.0000 1.0000 1.0000 0350 PNEUMATIC BACKSTOWING 551.000 TON 20.0000 1.0000 100.0000 50.0000 0360 PIPELINE VIDEO INSPECTION 83.000 LF 25.0000 25.0000 27.7100 40.0000 0370 STRUCTURE GRANULAR BACKFILL 507.000 CUYD 75.0000 50.0000 44.0000 55.5000 0380 FABRIC-GEOTEXTILE TYPE I 536.000 SQYD 2.5000 2.0000 2.2500 2.0000 0390 MASONRY COATING 3,401.000 SQYD 8.0000 10.0000 12.0000 10.0000

KYTC DEPARTMENT OF HIGHWAYS UNIT BID TAB SHEET FOR LETTING 08-27-10 Call: 100 Contract ID: 10-1036 Sheet 2 Date Run :August 27, 2010 01:01 pm

Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description 0400 ARMORED EDGE FOR CONCRETE 158.000 LF 75.0000 60.0000 73.7000 85.0000 0410 STRUCTURE EXCAVATION-COMMON 675.000 CUYD 11.0000 25.0000 12.0000 29.0000 0420 CRUSHED AGGREGATE SLOPE PROT 287.000 TON 35.0000 32.0000 29.0000 44.7500 0430 TEST PILES 181.000 LF 125.0000 50.0000 65.0000 55.0000 0440 PILES-STEEL HP12X53 2,865.000 LF 38.0000 40.0000 48.0000 45.0000 0450 PILES-STEEL HP14X73 840.000 LF 52.0000 50.0000 63.0000 55.0000 0460 PILE POINTS-12 IN 90.000 EACH 150.0000 100.0000 125.0000 86.5000 0470 PILE POINTS-14 IN 22.000 EACH 175.0000 120.0000 170.0000 103.0000 0480 CONCRETE-CLASS A 700.400 CUYD 400.0000 450.0000 450.0000 500.0000 0490 CONCRETE-CLASS AA 1,466.000 CUYD 450.0000 450.0000 455.0000 465.0000 0500 STEEL REINFORCEMENT 154,806.000 LB 0.8200 0.7800 0.7900 0.9400 0510 STEEL REINFORCEMENT-EPOXY COATED 424,800.000 LB 0.8800 0.8200 0.7800 0.9200 0520 STRUCTURAL STEEL 1.000 LS 3500.0000 5000.0000 8000.0000 6400.0000 0530 ELECTRICAL CONDUIT 1.000 LS 20000.0000 25000.0000 20000.0000 27150.0000 0540 PRECAST PC I BEAM TYPE 4 4,782.000 LF 188.0000 200.0000 203.0000 240.0000 0550 DRILLED SHAFT-66 IN (COMMON) 575.000 LF 805.0000 840.0000 804.0000 927.0000 0560 DRILLED SHAFT-60 IN (SOLID ROCK) 130.000 LF 895.0000 950.0000 870.0000 994.0000 0570 TRAINEE PAYMENT REIMBURSEMENT 1,400.000 HOUR 0.5000 1.0000 1.0000 1.0000 0580 MOBILIZATION 1.000 LS 195000.0000 115000.0000 146000.0000 116000.0000 0590 DEMOBILIZATION 1.000 LS 60000.0000 63000.0000 63167.9100 70839.7000 TOTAL BIDS 4219676.14 4221402.90 4274362.10 4909486.35


County: MARTIN District: 12 Date Let : 08-27-10 Call: 101 Contid: 10-4017 Proposal Description: HSIP 9010 (019) Length: 0 Time: 11/15/10 GUARDRAIL WARFIELD-TURKEY CREEK RD (KY 292) Number of Bidders 3 1 BIG SANDY GUARDRAIL INC 47,360.20 2 N H STONE INC $ 55,753.20 3 RITE WAY FENCE INC 65,529.00

ENGINEERS ESTIMATE 58,736.00 LOW BIDDER is -19.36 % FROM ENGINEER'S ESTIMATE


0010 DELINEATOR FOR GUARDRAIL-WHITE 40.000 EACH 6.0000 7.0000 10.0000 0020 GUARDRAIL-STEEL W BEAM-S FACE 2,838.000 LF 14.7000 16.7500 18.0000 0030 GUARDRAIL TERMINAL SECTION NO 1 1.000 EACH 50.0000 50.0000 75.0000 0040 GUARDRAIL END TREATMENT TYPE 1 1.000 EACH 2100.0000 3000.0000 2500.0000 0050 REMOVE GUARDRAIL 150.000 LF 3.0000 5.0000 2.0000 0060 REMOVE GUARDRAIL END TREATMENT 4.000 EACH 150.0000 100.0000 500.0000 0070 EXTRA LENGTH GUARDRAIL POST 20.000 EACH 25.0000 30.0000 45.0000 0080 SIGNS 170.000 SQFT 0.0100 0.0100 6.0000 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1000.0000 2135.0000 4500.0000 0100 DEMOBILIZATION 1.000 LS 699.9000 1000.0000 2750.0000 TOTAL BIDS 47360.20 55753.20 65529.00


County: MADISON District: 07 Date Let : 08-27-10 Call: 102 Contid: 10-1024 Proposal Description: HPP 0128(002) Length: 0 Time: 08/30/11 ASPHALT SURFACE WITH BRIDGE PROSPECT STREET (KY 21) Number of Bidders 2 1 GARRISON CONSTRUCTION COMPANY INC 2,052,678.45 2 THE ALLEN COMPANY INC $ 2,288,798.49

ENGINEERS ESTIMATE 1,889,877.54 LOW BIDDER is 8.61 % FROM ENGINEER'S ESTIMATE


0010 DGA BASE 1,674.000 TON 20.0000 28.0000 0020 LEVELING & WEDGING PG64-22 450.000 TON 78.9000 78.9000 0030 CL2 ASPH BASE 0.75D PG64-22 422.000 TON 121.2500 121.2500 0040 CL2 ASPH SURF 0.38D PG64-22 759.000 TON 102.5000 102.5000 0050 STORM SEWER PIPE-12 IN 116.000 LF 48.5000 82.0000 0060 STORM SEWER PIPE-15 IN 241.000 LF 57.0000 68.0000 0070 STORM SEWER PIPE-18 IN 1,021.000 LF 65.5000 75.0000 0080 STORM SEWER PIPE-36 IN EQUIV 570.000 LF 95.0000 152.0000 0090 PERFORATED PIPE-4 IN 652.000 LF 11.0000 11.2500 0100 NON-PERFORATED PIPE-4 IN 60.000 LF 9.0000 22.2500 0110 CURB BOX INLET TYPE A 6.000 EACH 3450.0000 3875.0000 0120 CURB BOX INLET TYPE B 12.000 EACH 3425.0000 4100.0000 0130 DROP BOX INLET TYPE 13G 7.000 EACH 3940.0000 2850.0000 0140 DROP BOX INLET TYPE 13S 3.000 EACH 5040.0000 3200.0000 0150 DROP BOX INLET TYPE 14 6.000 EACH 2315.0000 1800.0000 0160 JUNCTION BOX-48 IN 1.000 EACH 4775.0000 3000.0000 0170 REMOVE INLET 5.000 EACH 1500.0000 400.0000 0180 MANHOLE TYPE A 1.000 EACH 2675.0000 2150.0000 0190 MANHOLE TYPE C 3.000 EACH 4975.0000 4525.0000 0200 ADJUST MANHOLE FRAME TO GRADE 11.000 EACH 385.0000 610.0000 0210 STANDARD CURB AND GUTTER 3,317.000 LF 20.0000 27.9500 0220 BARRIER CURB AND GUTTER 441.000 LF 20.0000 35.7000 0230 LIP CURB AND GUTTER 1,421.000 LF 20.0000 26.8500 0240 BARRIER HEADER CURB 132.000 LF 20.0000 34.2500 0250 DELINEATOR FOR BARRIER-YELLOW 2.000 EACH 10.0000 20.0000 0260 BARRICADE-TYPE III 8.000 EACH 125.0000 200.0000 0270 REMOVE CONCRETE ISLAND 6.000 SQYD 500.0000 65.0000 0280 REMOVE PAVEMENT 59.000 SQYD 150.0000 18.0000 0290 CEM CONC ENT PAVEMENT-8 IN 2,365.000 SQYD 72.0000 78.0000 0300 ROADWAY EXCAVATION 1,237.000 CUYD 15.0000 59.5000 0310 STRUCTURE EXCAV-UNCLASSIFIED 417.000 CUYD 75.0000 25.0000 0320 STRUCTURE GRANULAR BACKFILL 302.000 CUYD 45.0000 46.0000 0330 WATER 50.000 MGAL 50.0000 1.0000 0340 REMOVE GUARDRAIL 134.000 LF 7.4600 3.7500 0350 REMOVE TREES OR STUMPS 14.000 EACH 2000.0000 825.0000 0360 CHANNEL LINING CLASS III 46.000 TON 30.0000 40.0000 0370 CONCRETE-CLASS A FOR STEPS 5.280 CUYD 3000.0000 1135.0000 0380 SIGNS 388.000 SQFT 8.0000 7.0000 0390 EDGE KEY 384.000 LF 12.0000 12.0000 0400 FABRIC-GEOTEXTILE TYPE IV 785.000 SQYD 2.0000 2.5000


Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description 0410 FABRIC GEOTEXTILE TY IV FOR PIPE 1,724.000 SQYD 2.0000 2.0000 0420 MAINTAIN & CONTROL TRAFFIC 1.000 LS 8000.0000 101450.0000 0430 LANE CLOSURE 4.000 EACH 2500.0000 1500.0000 0440 MOBILIZATION FOR MILL & TEXT 1.000 LS 3325.0000 3325.0000 0450 ASPHALT PAVE MILLING & TEXTURING 76.000 TON 20.0000 20.0000 0460 TEMP SILT FENCE 1,526.000 LF 3.0000 3.7000 0470 SILT TRAP TYPE C 33.000 EACH 175.0000 170.0000 0480 CLEAN SILT TRAP TYPE C 33.000 EACH 75.0000 18.0000 0490 CLEAN TEMP SILT FENCE 1,526.000 LF 1.0000 2.7500 0500 SIDEWALK-4 IN CONCRETE 1,224.000 SQYD 45.0000 72.5000 0510 STAKING 1.000 LS 30000.0000 12500.0000 0520 REMOVE STRUCTURE 1.000 LS 4000.0000 30500.0000 0530 CONCRETE BARRIER WALL TYPE 9T 100.000 LF 65.0000 78.0000 0540 SIDEWALK RAMP TYPE 1 15.000 EACH 2500.0000 775.0000 0550 HPS LUMINAIRE OFFSET 1.000 EACH 275.0000 252.5300 0560 TEMP SIGNAL 2 PHASE 1.000 EACH 15870.0000 14570.7100 0570 TEMP SEEDING AND PROTECTION 12,031.000 SQYD 0.2500 0.2300 0580 TOPDRESSING FERTILIZER 0.200 TON 1500.0000 1815.0000 0590 SEEDING AND PROTECTION 12,031.000 SQYD 0.5000 0.4100 0600 SODDING 2,294.000 SQYD 6.0000 5.5300 0610 TOPSOIL FURNISHED AND PLACED 1,142.000 CUYD 25.0000 14.7500 0620 PAVE STRIPING-PERM PAINT-4 IN 16,598.000 LF 0.2500 0.1900 0630 PAVE STRIPING-TEMP REM TAPE-W 4,968.000 LF 2.0000 1.9500 0640 PAVE STRIPING-TEMP REM TAPE-Y 2,128.000 LF 2.0000 1.9500 0650 PAVE MARKING-THERMO STOP BAR-12IN 45.000 LF 7.5000 11.2500 0660 PAVE MARKING-THERMO COMB ARROW 1.000 EACH 225.0000 275.0000 0670 CONCRETE-CLASS A 2.610 CUYD 3000.0000 1100.0000 0680 STEEL REINFORCEMENT 232.000 LB 2.0000 1.0000 0690 HANDRAIL-METAL 514.000 LF 225.0000 191.0000 0700 CRASH CUSHION TY VI CLASS BT TL2 2.000 EACH 6000.0000 5065.0000 0710 TREE 11.000 EACH 500.0000 530.0000 0720 TREE 19.000 EACH 500.0000 530.0000 0730 SHRUB 30.000 EACH 103.2500 150.0000 0740 SHRUB 30.000 EACH 125.2400 150.0000 0750 SHRUB 30.000 EACH 111.3000 150.0000 0760 LONGITUDINAL SAW CUT- 6 IN 5,179.000 LF 1.2500 0.8200 0770 CORED HOLE DRAINAGE BOX CON- 18 IN 2.000 EACH 330.0000 1100.0000 0780 CRUSHED LIMESTONE SIZE NO. 610 13.000 TON 25.0000 28.0000 0790 TRENCH DRAIN 35.000 LF 50.0000 28.5000 0800 PIPELINE VIDEO INSPECTION 970.000 LF 8.0000 6.2000 0810 DETECTABLE WARNINGS 400.000 SQFT 16.0000 22.5000 0820 EXISTING RETAINING WALL REPAIR 1.000 LS 9000.0000 11500.0000 0830 CORED HOLE DRAINAGE BOX CON-15 IN 2.000 EACH 550.0000 900.0000 0840 GRAVITY RETAINING WALL 4,327.000 SQFT 39.0000 0850 SEGMENTAL RETAINING WALL 4,327.000 SQFT 36.0000 0860 STRUCTURE GRANULAR BACKFILL 33.000 CUYD 100.0000 37.5000 0870 REMOVE CONCRETE MASONRY 25.000 CUYD 500.0000 826.0000 0880 MASONRY COATING 279.000 SQYD 9.0000 10.0000 0890 ARMORED EDGE FOR CONCRETE 52.000 LF 122.0000 55.0000 0900 STRUCTURE EXCAVATION-COMMON 55.000 CUYD 45.0000 35.0000 0910 STRUCTURE EXCAV-SOLID ROCK 71.000 CUYD 150.0000 78.0000


Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description 0920 CYCLOPEAN STONE RIP RAP 62.000 TON 40.0000 24.0000 0930 CONCRETE-CLASS A 79.000 CUYD 585.0000 640.0000 0940 CONCRETE-CLASS AA 149.200 CUYD 645.0000 820.0000 0950 STEEL REINFORCEMENT 4,956.000 LB 1.4000 1.0000 0960 STEEL REINFORCEMENT-EPOXY COATED 26,080.000 LB 1.4000 1.0000 0970 HANDRAIL-METAL 180.000 LF 200.0000 230.0000 0980 REMOVE SUPERSTRUCTURE 1.000 LS 17640.0000 28000.0000 0990 PRECAST PC BOX BEAM SB17 391.000 LF 210.0000 204.0000 1000 HPS LUMINAIRE 14.000 EACH 410.0000 373.0300 1010 CONDUIT-1 IN 1,185.000 LF 2.5000 2.2400 1020 CONDUIT-1 1/2 IN 1,720.000 LF 2.7000 2.4600 1030 TRENCHING AND BACKFILLING 2,063.000 LF 3.8500 3.5400 1040 OPEN CUT ROADWAY 842.000 LF 45.0000 41.4100 1050 WIRE-NO. 12 392.000 LF 0.5100 0.4600 1060 WIRE-NO. 8 3,700.000 LF 1.0000 0.8700 1070 POLE 15 FT MTG HT 14.000 EACH 950.0000 863.6400 1080 DUCTILE IRON PIPE-14 IN 140.000 LF 85.0000 315.0000 1090 RELOCATE FIRE HYDRANT 2.000 EACH 1490.0000 4200.0000 1100 CUT & CAP EXIST WATER MAIN 2.000 EACH 605.0000 2850.0000 1110 CREEK CROSSING 25.000 LF 310.0000 118.0000 1120 TAPPING TEE AND VALVE-14 IN 2.000 EACH 13550.0000 14750.0000 1130 DEMOBILIZATION 1.000 LS 30335.2400 37750.0000 TOTAL BIDS 2052678.45 2288798.49


County: MONROE District: 03 Date Let : 08-27-10 Call: 103 Contid: 10-1037 Proposal Description: STPR 5104 (010) Length: 0 Time: 150 WORKING ASPHALT SURFACE WITH GRADE & DRAIN TOMPKINSVILLE-KY 90 ROAD (KY 163) Number of Bidders 1 1 SCOTTY'S CONTRACTING AND STONE LLC 6,798,869.16



0010 CRUSHED STONE BASE 55,939.000 TON 17.9500 0020 LIME STABILIZED ROADBED 50,752.000 SQYD 2.5800 0030 LIME 861.000 TON 135.0000 0040 TRAFFIC BOUND BASE 1,302.000 TON 17.0000 0050 ASPHALT SEAL AGGREGATE 505.000 TON 63.0000 0060 CL2 ASPH BASE 1.00D PG64-22 39,169.000 TON 60.9500 0070 CL2 ASPH BASE 0.75D PG64-22 4,300.000 TON 63.6200 0080 EMULSIFIED ASPHALT RS-2 61.000 TON 775.0000 0090 CL2 ASPH SURF 0.38D PG64-22 8,865.000 TON 68.6500 0100 ASPHALT CURING SEAL 93.000 TON 525.0000 0110 ENTRANCE PIPE-15 IN 145.000 LF 45.0000 0120 ENTRANCE PIPE-18 IN 255.000 LF 49.0000 0130 ENTRANCE PIPE-24 IN 149.000 LF 59.0000 0140 ENTRANCE PIPE-30 IN 86.000 LF 68.0000 0150 CULVERT PIPE-30 IN 90.500 LF 94.0000 0160 CULVERT PIPE-36 IN 43.000 LF 115.0000 0170 CULVERT PIPE-48 IN 124.000 LF 145.0000 0180 CULVERT PIPE-18 IN EQUIV 32.500 LF 79.0000 0190 STORM SEWER PIPE-18 IN 68.000 LF 63.0000 0200 PERFORATED PIPE-4 IN 223.000 LF 12.0000 0210 NON-PERFORATED PIPE-4 IN 656.000 LF 12.0000 0220 PERF PIPE HEADWALL TY 1-4 IN 2.000 EACH 450.0000 0230 PERF PIPE HEADWALL TY 3-4 IN 5.000 EACH 450.0000 0240 REMOVE PIPE 48.000 LF 25.0000 0250 S & F BOX INLET-OUTLET-18 IN 2.000 EACH 2800.0000 0260 SPRING BOX INLET TYPE A 1.000 EACH 3900.0000 0270 BARRICADE-TYPE III 19.000 EACH 250.0000 0280 REMOVE PAVEMENT 13,139.000 SQYD 5.0000 0290 ROADWAY EXCAVATION 70,169.000 CUYD 10.0000 0300 WATER 9,371.000 MGAL 0.0100 0310 GUARDRAIL-STEEL W BEAM-S FACE 14,523.000 LF 14.0000 0320 GUARDRAIL TERMINAL SECTION NO 1 8.000 EACH 50.0000 0330 GUARDRAIL CONNECTOR TO BRIDGE END TY A 4.000 EACH 2200.0000 0340 GUARDRAIL END TREATMENT TYPE 7 2.000 EACH 900.0000 0350 GUARDRAIL END TREATMENT TYPE 3 9.000 EACH 800.0000 0360 REMOVE GUARDRAIL 1,510.000 LF 1.5000 0370 GUARDRAIL END TREATMENT TYPE 4A 14.000 EACH 2300.0000 0380 RIGHT-OF-WAY MONUMENT TYPE 1 32.000 EACH 100.0000 0390 WITNESS POST 8.000 EACH 80.0000 0400 CHANNEL LINING CLASS II 2,149.000 TON 33.0000


Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description 0410 CHANNEL LINING CLASS III 1,407.000 TON 33.0000 0420 CLEARING AND GRUBBING 1.000 LS 60000.0000 0430 SIGNS 277.000 SQFT 6.9000 0440 EDGE KEY 170.000 LF 28.7000 0450 REMOVE HEADWALL 2.000 EACH 200.0000 0460 MAINTAIN & CONTROL TRAFFIC 1.000 LS 23550.0000 0470 DIVERSIONS (BY-PASS DETOURS) 1.000 LS 12500.0000 0480 DIVERSIONS (BY-PASS DETOURS) 1.000 LS 43500.0000 0490 DIVERSIONS (BY-PASS DETOURS) 1.000 LS 30980.0000 0500 DIVERSIONS (BY-PASS DETOURS) 1.000 LS 15960.0000 0510 DIVERSIONS (BY-PASS DETOURS) 1.000 LS 29660.0000 0520 SAND FOR BLOTTER 220.000 TON 19.0000 0530 STAKING 1.000 LS 49000.0000 0540 REMOVE STRUCTURE 1.000 LS 2500.0000 0550 REMOVE STRUCTURE 1.000 LS 2500.0000 0560 REMOVE STRUCTURE 1.000 LS 2500.0000 0570 REMOVE STRUCTURE 1.000 LS 65000.0000 0580 EROSION CONTROL BLANKET 1,067.000 SQYD 2.0000 0590 PAVE STRIPING-TEMP PAINT-4 IN 15,700.000 LF 0.1700 0600 PAVE STRIPING-PERM PAINT-4 IN 89,800.000 LF 0.1900 0610 PAVE MARKING-THERMO STOP BAR-24IN 200.000 LF 16.0000 0620 CONCRETE-CLASS A 12.900 CUYD 950.0000 0630 STEEL REINFORCEMENT 1,043.500 LB 1.5000 0640 FUEL ADJUSTMENT 98,524.000 DOLL 1.0000 0650 ASPHALT ADJUSTMENT 126,080.000 DOLL 1.0000 0660 PIPELINE VIDEO INSPECTION 250.000 LF 9.2000 0670 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 43000.0000 0680 REMOVE GRAVEL ENTRANCE 343.000 SQYD 5.0000 0690 MOBILIZATION 1.000 LS 127500.0000 0700 DEMOBILIZATION 1.000 LS 95272.3900 TOTAL BIDS 6798869.16


County: RUSSELL District: 08 Date Let : 08-27-10 Call: 104 Contid: 10-1031 Proposal Description: BRO 5144(003) Length: 0 Time: 11/30/10 BRIDGE REPLACEMENT FONT HILL-SALEM ROAD (KY 76) Number of Bidders 5 1 SCOTT AND MURPHY INC 257,733.04 2 FREDERICK & MAY CONSTRUCTION CO $ 274,668.77 3 GARRISON CONSTRUCTION COMPANY INC 286,605.77 4 APEX CONTRACTING INC $ 348,686.53 5 AMERICAN CONTRACTING & SERVICES INC 408,070.37



0010 DGA BASE 354.000 TON 45.0000 45.0000 45.0000 45.0000 40.0000 0020 CRUSHED AGGREGATE SIZE NO 2 460.000 TON 16.7500 20.0000 27.0000 25.0000 40.0000 0030 ASPHALT SEAL AGGREGATE 6.000 TON 150.0000 150.0000 150.0000 150.0000 150.0000 0040 CL2 ASPH BASE 0.75D PG64-22 162.000 TON 145.0000 145.0000 145.0000 145.0000 145.0000 0050 EMULSIFIED ASPHALT RS-2 1.000 TON 1850.0000 1850.0000 1850.0000 1850.0000 1850.0000 0060 CL2 ASPH SURF 0.38D PG64-22 56.000 TON 195.0000 195.0000 195.0000 195.0000 195.0000 0070 ENTRANCE PIPE-15 IN 30.000 LF 26.4000 30.0000 40.0000 46.0000 40.0000 0080 BARRICADE-TYPE III 2.000 EACH 150.0000 175.0000 250.0000 50.0000 95.4000 0090 EMBANKMENT IN PLACE 1,253.000 CUYD 11.6000 17.5000 7.3000 25.0000 25.0000 0100 GUARDRAIL-STEEL W BEAM-S FACE 575.000 LF 18.4500 18.4500 18.4500 18.4500 18.4500 0110 GUARDRAIL TERMINAL SECTION NO 1 1.000 EACH 55.0000 55.0000 55.0000 55.0000 55.0000 0120 GUARDRAIL END TREATMENT TYPE 1 3.000 EACH 2300.0000 2300.0000 2300.0000 2300.0000 2300.0000 0130 EXTRA LENGTH GUARDRAIL POST 23.000 EACH 22.0000 22.0000 22.0000 22.0000 22.0000 0140 RIGHT-OF-WAY MONUMENT TYPE 1 8.000 EACH 100.0000 110.0000 100.0000 100.0000 100.0000 0150 WITNESS POST 4.000 EACH 65.0000 75.0000 65.0000 65.0000 65.0000 0160 CHANNEL LINING CLASS II 383.000 TON 22.3000 22.0000 30.0000 33.0000 30.0000 0170 CLEARING AND GRUBBING 1.000 LS 6700.0000 12500.0000 2520.0000 16000.0000 20500.0000 0180 SIGNS 306.000 SQFT 7.5000 9.0000 8.5000 8.0000 7.5000 0190 FABRIC-GEOTEXTILE TYPE IV 900.000 SQYD 2.0000 2.2500 2.5000 2.0000 2.5000 0200 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1300.0000 1500.0000 2000.0000 1200.0000 2000.0000 0210 MOBILIZATION FOR MILL & TEXT 1.000 LS 1850.0000 1850.0000 2000.0000 1850.0000 3000.0000 0220 ASPHALT PAVE MILLING & TEXTURING 35.000 TON 180.0000 180.0000 190.0000 180.0000 40.0000 0230 STAKING 1.000 LS 1600.0000 5500.0000 3881.2500 3000.0000 4000.0000 0240 REMOVE STRUCTURE 1.000 LS 9400.0000 14500.0000 4480.0000 17000.0000 55000.0000 0250 EROSION CONTROL BLANKET 1,870.000 SQYD 2.0000 2.0000 1.6000 2.0000 2.0000 0260 TOPDRESSING FERTILIZER 0.100 TON 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 0270 PAVE STRIPING-PERM PAINT-4 IN 1,022.000 LF 0.7900 0.7900 1.0000 0.7900 0.7900 0280 KPDES PERMIT AND TEMP EROSION CONTROL 1.000 LS 5000.0000 8000.0000 2500.0000 8200.0000 2000.0000 0290 STRUCTURE EXCAV-SOLID ROCK 51.000 CUYD 115.0000 80.0000 175.0000 131.0000 100.0000 0300 FOUNDATION PREPARATION 1.000 LS 10900.0300 7610.0000 11800.0000 22000.0000 7500.0000 0310 CONCRETE-CLASS A 185.200 CUYD 355.1800 343.0000 491.0000 527.0000 690.0000 0320 STEEL REINFORCEMENT 25,196.000 LB 1.0400 0.9000 1.2200 1.0000 1.2500 0330 DEMOBILIZATION 1.000 LS 4000.0000 4059.1400 4235.5500 5600.0000 6039.4400 TOTAL BIDS 257733.04 274668.77 286605.77 348686.53 408070.37


County: LIVINGSTON,MAR District: 01 Date Let : 08-27-10 Call: 200 Contid: 10-2207 Proposal Description: 121GR10P065-FD52 Length: 0 Time: 06/30/11 ASPHALT RESURFACING INTERSTATE 24 IN LIVINGSTON AND MARSHALL COUNTY Number of Bidders 1 1 JIM SMITH CONTRACTING COMPANY LLC 1,851,653.73

ENGINEERS ESTIMATE 1,872,737.11 LOW BIDDER is -1.12 % FROM ENGINEER'S ESTIMATE


0010 LEVELING & WEDGING PG64-22 213.000 TON 74.5000 0020 CL3 ASPH SURF 0.50D PG64-22 3,622.000 TON 67.0000 0030 CL4 ASPH SURF 0.50A PG76-22 9,490.000 TON 74.5000 0040 DELINEATOR FOR GUARDRAIL-WHITE 250.000 EACH 7.3500 0050 GUARDRAIL-STEEL W BEAM-S FACE 11,310.000 LF 15.2300 0060 GUARDRAIL-STEEL W BEAM-D FACE 1,337.000 LF 22.0500 0070 GUARDRAIL TERMINAL SECTION NO 1 7.000 EACH 52.5000 0080 GUARDRAIL CONNECTOR TO BRIDGE END TY A 13.000 EACH 2310.0000 0090 CRASH CUSHION TYPE IX-A 6.000 EACH 5565.0000 0100 GUARDRAIL END TREATMENT TYPE 1 7.000 EACH 2205.0000 0110 GUARDRAIL END TREATMENT TYPE 2A 4.000 EACH 745.5000 0120 REMOVE GUARDRAIL 12,294.500 LF 3.0800 0130 GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 10.000 EACH 236.2500 0140 SIGNS 340.000 SQFT 16.1400 0150 MAINTAIN & CONTROL TRAFFIC 1.000 LS 12500.0000 0160 MAINTAIN & CONTROL TRAFFIC 1.000 LS 32500.0000 0170 PORTABLE CHANGEABLE MESSAGE SIGN 4.000 EACH 5000.0000 0180 MOBILIZATION FOR MILL & TEXT 1.000 LS 1800.0000 0190 MOBILIZATION FOR MILL & TEXT 1.000 LS 1800.0000 0200 ASPHALT PAVE MILLING & TEXTURING 13,112.000 TON 19.0800 0210 SHOULDER RUMBLE STRIPS-SAWED 74,240.000 LF 0.2600 0220 ARROW PANEL 4.000 EACH 465.5800 0230 CONDUIT-1 1/4 IN 40.000 LF 10.5000 0240 CONDUIT-2 IN 20.000 LF 10.5000 0250 TRENCHING AND BACKFILLING 50.000 LF 8.4000 0260 PIEZOELECTRIC SENSOR 4.000 EACH 1785.0000 0270 LOOP WIRE 1,336.000 LF 1.0500 0280 LOOP SAW SLOT AND FILL 376.000 LF 14.7000 0290 FLEXIBLE DELINEATOR POST-W 100.000 EACH 1.0500 0300 FLEXIBLE DELINEATOR POST-Y 100.000 EACH 1.0500 0310 PAVE STRIPING-TEMP PAINT-6 IN 91,725.000 LF 0.3200 0320 PAVEMENT MARKER TYPE V-B W/R 461.000 EACH 27.8300 0330 REMOVE PAVEMENT MARKER TYPE V 1,206.000 EACH 6.7100 0340 FUEL ADJUSTMENT 19,014.000 DOLL 1.0000 0350 ASPHALT ADJUSTMENT 33,506.000 DOLL 1.0000 0360 JOINT ADHESIVE 37,620.000 LF 0.6300 0370 GALVANIZED STEEL CABINET 2.000 EACH 735.0000 0380 WOOD POST 2.000 EACH 210.0000 0390 JUNCTION BOX TYPE A 2.000 EACH 262.5000 0400 DURABLE WATERBORNE MARKING-6 IN W 55,025.000 LF 0.4700


Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description 0410 DURABLE WATERBORNE MARKING-6 IN Y 36,700.000 LF 0.4900 0420 DEMOBILIZATION 1.000 LS 26589.0000 TOTAL BIDS 1851653.73


County: BREATHITT,LEE, District: 10 Date Let : 08-27-10 Call: 201 Contid: 10-4018 Proposal Description: 121GR10T003 HSIP Length: 0 Time: 04/30/11 GUARDRAIL VARIOUS ROUTES IN DISTRICT 10 Number of Bidders 6 1 BIG SANDY GUARDRAIL INC 261,924.30 2 N W K CONSTRUCTION INC $ 285,964.12 3 DALLAS DEAN INC 287,213.54 4 GEORGE B STONE COMPANY LLC $ 297,329.00 5 RITE WAY FENCE INC 298,846.30 6 N H STONE INC $ 308,612.00



0010 DELINEATOR FOR GUARDRAIL-WHITE 202.000 EACH 6.0000 7.0000 7.0000 10.0000 7.0000 6.0000 0020 GUARDRAIL-STEEL W BEAM-S FACE 14,638.000 LF 14.7500 16.0600 15.5000 15.7500 15.8500 17.0000 0030 GUARDRAIL TERMINAL SECTION NO 1 25.000 EACH 50.0000 50.0000 50.0000 50.0000 75.0000 45.0000 0040 GUARDRAIL END TREATMENT TYPE 1 15.000 EACH 2100.0000 2000.0000 2400.0000 2100.0000 2200.0000 2600.0000 0050 EXTRA LENGTH GUARDRAIL POST 87.000 EACH 25.0000 22.0000 30.0000 30.0000 35.0000 30.0000 0060 SIGNS 600.000 SQFT 0.0100 0.0100 0.0100 0.0100 5.0000 0.0100 0070 MAINTAIN & CONTROL TRAFFIC 1.000 LS 4500.0000 5500.0000 3700.0000 15000.0000 5000.0000 7117.0000 0080 MAINTAIN & CONTROL TRAFFIC 1.000 LS 300.0000 2060.0000 3700.0000 2000.0000 5000.0000 1000.0000 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 400.0000 2000.0000 3700.0000 2000.0000 5000.0000 1000.0000 0100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 800.0000 2500.0000 3700.0000 6000.0000 5000.0000 2135.0000 0110 DEMOBILIZATION 1.000 LS 3870.8000 4233.8400 4244.5400 4394.5000 4500.0000 4561.0000 TOTAL BIDS 261924.30 285964.12 287213.54 297329.00 298846.30 308612.00


Prop Item Quantity Unit Bidder 7 Bidder 8 Bidder 9 Bidder 10 Bidder 11 Bidder 12 Line # Description 0010 DELINEATOR FOR GUARDRAIL-WHITE 202.000 EACH 0020 GUARDRAIL-STEEL W BEAM-S FACE 14,638.000 LF 0030 GUARDRAIL TERMINAL SECTION NO 1 25.000 EACH 0040 GUARDRAIL END TREATMENT TYPE 1 15.000 EACH 0050 EXTRA LENGTH GUARDRAIL POST 87.000 EACH 0060 SIGNS 600.000 SQFT 0070 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0080 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0110 DEMOBILIZATION 1.000 LS


County: KNOTT District: 12 Date Let : 08-27-10 Call: 202 Contid: 10-4019 Proposal Description: 060GR10T004 HSIP Length: 0 Time: 04/30/11 GUARDRAIL VARIOUS ROUTES IN KNOTT COUNTY Number of Bidders 6 1 BIG SANDY GUARDRAIL INC 472,557.86 2 N H STONE INC $ 498,073.00 3 RITE WAY FENCE INC 524,951.95 4 DALLAS DEAN INC $ 535,171.94 5 GEORGE B STONE COMPANY LLC 567,331.00 6 N W K CONSTRUCTION INC $ 635,000.00



0010 DELINEATOR FOR GUARDRAIL-WHITE 577.000 EACH 6.0000 6.2500 6.0000 7.5000 10.0000 8.0000 0020 GUARDRAIL-STEEL W BEAM-S FACE 28,411.000 LF 14.7500 15.2500 15.4500 14.5000 16.0000 17.6100 0030 GUARDRAIL TERMINAL SECTION NO 1 46.000 EACH 50.0000 42.0000 75.0000 50.0000 60.0000 47.2700 0040 GUARDRAIL END TREATMENT TYPE 7 14.000 EACH 800.0000 800.0000 900.0000 900.0000 800.0000 1146.0700 0050 GUARDRAIL END TREATMENT TYPE 3 13.000 EACH 500.0000 800.0000 1100.0000 800.0000 900.0000 1200.0000 0060 REMOVE GUARDRAIL END TREATMENT 3.000 EACH 150.0000 200.0000 150.0000 250.0000 200.0000 150.0000 0070 EXTRA LENGTH GUARDRAIL POST 404.000 EACH 25.0000 25.0000 35.0000 30.0000 35.0000 25.0000 0080 SIGNS 600.000 SQFT 5.0000 0.0100 6.0000 0.0100 7.0000 8.0000 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1500.0000 3850.0000 5000.0000 18200.0000 12000.0000 20000.0000 0100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 3000.0000 5600.0000 5000.0000 18200.0000 16000.0000 16000.0000 0110 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1500.0000 3150.0000 8000.0000 18200.0000 8000.0000 20000.0000 0120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 3500.0000 7000.0000 8000.0000 18200.0000 18000.0000 15500.0000 0130 DEMOBILIZATION 1.000 LS 6983.6100 7361.0000 8000.0000 7908.9400 8385.0000 9396.8900 TOTAL BIDS 472557.86 498073.00 524951.95 535171.94 567331.00 635000.00


Prop Item Quantity Unit Bidder 7 Bidder 8 Bidder 9 Bidder 10 Bidder 11 Bidder 12 Line # Description 0010 DELINEATOR FOR GUARDRAIL-WHITE 577.000 EACH 0020 GUARDRAIL-STEEL W BEAM-S FACE 28,411.000 LF 0030 GUARDRAIL TERMINAL SECTION NO 1 46.000 EACH 0040 GUARDRAIL END TREATMENT TYPE 7 14.000 EACH 0050 GUARDRAIL END TREATMENT TYPE 3 13.000 EACH 0060 REMOVE GUARDRAIL END TREATMENT 3.000 EACH 0070 EXTRA LENGTH GUARDRAIL POST 404.000 EACH 0080 SIGNS 600.000 SQFT 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0110 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 0130 DEMOBILIZATION 1.000 LS


County: MCCRACKEN,MARS District: 01 Date Let : 08-27-10 Call: 203 Contid: 10-1327 Proposal Description: 121GR10D027-IM FD52 Length: 0 Time: 07/31/11 ASPHALT REHAB INTERSTATE/PARKWAY PADUCAH-TENNESSEE STATE LINE ROAD (I-24) Number of Bidders 1 1 JIM SMITH CONTRACTING COMPANY LLC 5,589,156.69



0010 DGA BASE 1,020.000 TON 36.4000 0020 ASPHALT SEAL AGGREGATE 1,150.000 TON 61.8300 0030 LEVELING & WEDGING PG76-22 150.000 TON 75.5000 0040 CL4 ASPH BASE 1.00D PG76-22 27,368.000 TON 65.0000 0050 CL3 ASPH BIND 0.50D PG64-22 9,123.000 TON 61.0000 0060 EMULSIFIED ASPHALT RS-2 138.000 TON 889.3200 0070 CL3 ASPH SURF 0.50D PG64-22 9,123.000 TON 68.0000 0080 CL4 ASPH SURF 0.50A PG76-22 13,684.000 TON 75.5000 0090 ASPHALT PAVE MILLING & TEXTURING 13,684.000 TON 17.1700 0100 FUEL ADJUSTMENT 49,447.000 DOLL 1.0000 0110 ASPHALT ADJUSTMENT 99,893.000 DOLL 1.0000 0120 SHOULDER RUMBLE STRIPS-SAWED 124,400.000 LF 0.2600 0130 DELINEATOR FOR GUARDRAIL-WHITE 42.000 EACH 6.0000 0140 DELINEATOR FOR GUARDRAIL-YELLOW 27.000 EACH 6.0000 0150 FLOWABLE FILL 4.000 CUYD 400.0000 0160 EMBANKMENT IN PLACE 160.000 CUYD 85.0000 0170 DITCHING 1,380.000 LF 10.0000 0180 GUARDRAIL END TREATMENT TYPE 2A 8.000 EACH 550.0000 0190 REMOVE GUARDRAIL 5,325.000 LF 5.3000 0200 GUARDRAIL END TREATMENT TYPE 4A 8.000 EACH 1850.0000 0210 REMOVE TREES OR STUMPS 1.000 EACH 2200.0000 0220 CHANNEL LINING CLASS II 310.000 TON 35.0000 0230 SIGNS 2,000.000 SQFT 17.8700 0240 MAINTAIN & CONTROL TRAFFIC 1.000 LS 75000.0000 0250 MAINTAIN & CONTROL TRAFFIC 1.000 LS 65000.0000 0260 LANE CLOSURE 12.000 EACH 5426.6200 0270 TRUCK MOUNTED ATTENUATOR 2.000 EACH 1000.0000 0280 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 10384.6400 0290 MOBILIZATION FOR MILL & TEXT 1.000 LS 1500.0000 0300 MOBILIZATION FOR MILL & TEXT 1.000 LS 1500.0000 0310 ARROW PANEL 2.000 EACH 2870.8000 0320 CLEAN PIPE STRUCTURE 6.000 EACH 2500.0000 0330 EROSION CONTROL BLANKET 200.000 SQYD 3.0000 0340 FLEXIBLE DELINEATOR POST-W 40.000 EACH 24.0000 0350 FLEXIBLE DELINEATOR POST-Y 40.000 EACH 24.0000 0360 PAVE STRIPING-TEMP PAINT-6 IN 124,400.000 LF 0.2800 0370 PAVE STRIPING-WB PAINT-6 IN W 15.680 MILE 2217.6000 0380 PAVE STRIPING-WB PAINT-6 IN Y 12.730 MILE 2376.0000 0390 PAVEMENT MARKER TYPE V-B W/R 778.000 EACH 24.5000 0400 REMOVE PAVEMENT MARKER TYPE V 1,404.000 EACH 9.0800


Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description 0410 EROSION CONTROL 1.000 LS 11024.3900 0420 EROSION CONTROL 1.000 LS 11024.3900 0430 G/R STEEL W BEAM-S FACE (7 FT POST) 2,937.500 LF 16.0900 0440 REPLACE GRATE 2,789.000 LB 4.0000 0450 CONDUIT-2 IN 60.000 LF 10.0000 0460 TRENCHING AND BACKFILLING 40.000 LF 5.0000 0470 PIEZOELECTRIC SENSOR 4.000 EACH 1700.0000 0480 LOOP WIRE 2,600.000 LF 1.0000 0490 LOOP SAW SLOT AND FILL 750.000 LF 14.0000 0500 JUNCTION BOX TYPE A 2.000 EACH 700.0000 0510 JUNCTION BOX-10 X 8 X 4 2.000 EACH 300.0000 0520 MOBILIZATION 1.000 LS 250000.0000 0530 DEMOBILIZATION 1.000 LS 76700.0000 TOTAL BIDS 5589156.69


County: NELSON District: 04 Date Let : 08-27-10 Call: 204 Contid: 10-4012 Proposal Description: 090GR10T001 HSIP Length: 0 Time: 04/30/11 GUARDRAIL US 62/US 150 IN NELSON COUNTY Number of Bidders 5 1 N H STONE INC 70,000.00 2 DALLAS DEAN INC $ 72,409.59 3 EDEN FENCE INC 81,330.50 4 N W K CONSTRUCTION INC $ 81,684.21 5 RITE WAY FENCE INC 85,615.00



0010 DELINEATOR FOR GUARDRAIL-WHITE 45.000 EACH 6.0000 7.0000 10.0000 8.0000 10.0000 0020 GUARDRAIL-STEEL W BEAM-S FACE 3,388.000 LF 14.4500 14.5000 16.5000 16.2000 17.5000 0030 GUARDRAIL TERMINAL SECTION NO 1 3.000 EACH 40.0000 50.0000 50.0000 50.0000 75.0000 0040 GUARDRAIL END TREATMENT TYPE 1 7.000 EACH 2000.0000 2200.0000 2300.0000 2142.8500 2100.0000 0050 REMOVE GUARDRAIL 45.000 LF 5.0000 1.0000 5.0000 2.0000 10.0000 0060 GUARDRAIL END TREATMENT TYPE 4A 1.000 EACH 2000.0000 2300.0000 2300.0000 2000.0000 1900.0000 0070 SIGNS 350.000 SQFT 0.0100 0.0100 0.0100 0.0100 6.0000 0080 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1300.0000 2000.0000 3000.0000 3994.0000 2500.0000 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1300.0000 2000.0000 2000.0000 3994.0000 2500.0000 0100 DEMOBILIZATION 1.000 LS 1824.9000 1070.0900 1200.0000 1207.1600 1500.0000 TOTAL BIDS 70000.00 72409.59 81330.50 81684.21 85615.00


County: VARIOUS District: 00 Date Let : 08-27-10 Call: 205 Contid: 10-4014 Proposal Description: 060GR10T004 HSIP Length: 0 Time: SPL NOTE RUMBLE STRIPS & PAVEMENT STRIPING STATEWIDE CENTERLINE RUMBLE STRIP RETROFIT Number of Bidders 2 1 SURFACE PREPARATION TECHNOLOGIES INC 298,574.27 2 REYNOLDS SEALING AND STRIPING INC $ 449,082.80



0010 SIGNS 5,580.000 SQFT 0.1000 6.2500 0020 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0030 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0040 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0060 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0070 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0080 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0100 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0110 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0120 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0130 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0140 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0150 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0160 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0170 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0180 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0190 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0200 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0210 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0220 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0230 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0240 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0250 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0260 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0270 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0280 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0290 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0300 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0310 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0320 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2950.0000 2875.0000 0330 ARROW PANEL 31.000 EACH 25.0000 100.0000 0340 PAVE STRIPING-PERM PAINT-4 IN 1,182,551 LF 0.0800 0.1400 0350 CENTERLINE RUMBLE STRIPS 788,363.000 LF 0.1300 0.1900 0360 DEMOBILIZATION 1.000 LS 8700.0000 6636.6900 TOTAL BIDS 298574.27 449082.80


County: JEFFERSON District: 05 Date Let : 08-27-10 Call: 300 Contid: 10-1032 Proposal Description: FD39 056 0264 014-015 Length: 0 Time: 04/15/11 SOUND BARRIER WALL WATTERSON EXPRESSWAY (I-264) Number of Bidders 5 1 FAULKNER CONSTRUCTION LLC 790,000.00 2 GOHMANN ASPHALT AND CONSTRUCTION INC $ 819,000.00 3 AMERICAN CONTRACTING & SERVICES INC 839,076.38 4 MAC CONSTRUCTION & EXCAVATING INC WOS $ 865,536.15 5 BLUEGRASS CONTRACTING CORPORATION 918,563.46



0010 CRUSHED AGGREGATE SIZE NO 57 30.000 TON 10.0000 28.0000 60.0000 40.0000 30.0000 0020 CULVERT PIPE-18 IN 9.000 LF 90.0000 60.0000 150.0000 76.0000 100.0000 0030 DROP BOX INLET TYPE 5D 2.000 EACH 1750.0000 4600.0000 2500.0000 2400.0000 3200.0000 0040 BARRICADE-TYPE III 6.000 EACH 50.0000 50.0000 53.0000 50.0000 75.0000 0050 TEMP DITCH 1,200.000 LF 0.1000 4.2000 2.0000 1.0000 5.0000 0060 GUARDRAIL-STEEL W BEAM-S FACE 387.500 LF 21.6500 21.6500 20.0000 20.0000 21.6500 0070 GUARDRAIL END TREATMENT TYPE 2A 1.000 EACH 315.0000 315.0000 1000.0000 1000.0000 315.0000 0080 REMOVE GUARDRAIL END TREATMENT 1.000 EACH 500.0000 500.0000 200.0000 200.0000 500.0000 0090 CHANNEL LINING CLASS II 37.000 TON 46.0000 40.0000 60.0000 58.0000 40.0000 0100 SIGNS 380.000 SQFT 4.0000 4.0000 4.0000 4.0000 4.5000 0110 FABRIC-GEOTEXTILE TYPE IV 59.000 SQYD 1.0000 8.0000 4.0000 3.0000 2.0000 0120 FABRIC GEOTEXTILE TY IV FOR PIPE 14.400 SQYD 2.0000 2.0000 2.0000 2.0000 2.0000 0130 MAINTAIN & CONTROL TRAFFIC 1.000 LS 17510.9400 50000.0000 20000.0000 37000.0000 36000.0000 0140 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 1060.0000 500.0000 530.0000 500.0000 2500.0000 0150 TEMP SILT FENCE 1,500.000 LF 1.4000 3.2500 1.4000 1.4000 3.0000 0160 SILT TRAP TYPE B 2.000 EACH 50.0000 625.0000 500.0000 500.0000 200.0000 0170 CLEAN SILT TRAP TYPE B 4.000 EACH 10.0000 250.0000 100.0000 250.0000 50.0000 0180 CLEAN TEMP SILT FENCE 3,000.000 LF 0.1000 1.9000 1.0000 1.5000 0.3000 0190 STAKING 1.000 LS 500.0000 7200.0000 4500.0000 5000.0000 20000.0000 0200 TEMP MULCH 800.000 SQYD 0.8500 0.2500 0.4000 0.4000 0.8500 0210 TEMP SEEDING AND PROTECTION 233.000 SQYD 0.8500 0.2500 1.2500 1.2500 0.8500 0220 SEEDING AND PROTECTION 900.000 SQYD 0.8500 0.5000 2.0000 2.0000 0.8500 0230 FOUNDATION PREPARATION 1.000 LS 100.0000 27816.2700 106000.0000 137000.0000 28500.0000 0240 CONCRETE-CLASS A 1.860 CUYD 1500.0000 1500.0000 1000.0000 1035.0000 500.0000 0250 STEEL REINFORCEMENT 16.000 LB 1.0000 6.0000 1.0000 1.0000 1.0000 0260 SITE PREPARATION 1.000 LS 67162.9900 18500.0000 25000.0000 72500.0000 68200.0000 0270 SOUND BARRIER WALL 24,018.000 SQFT 26.2200 25.8500 25.0000 22.0000 28.0000 0280 TURF REINFORCEMENT MAT 1 1,072.000 SQYD 4.0000 3.0000 2.5000 4.5000 6.2000 0290 POLE BASE 9.000 EACH 800.0000 800.0000 800.0000 800.0000 800.0000 0300 FUSED CONNECTOR KIT 18.000 EACH 92.0000 92.0000 92.0000 92.0000 92.0000 0310 CONDUIT-1 1/4 IN 1,500.000 LF 7.3200 7.3200 7.3200 7.3200 7.3200 0320 JUNCTION BOX TYPE B 1.000 EACH 469.5000 469.5000 469.5000 469.5000 469.5000 0330 TRENCHING AND BACKFILLING 1,450.000 LF 2.5500 2.5500 2.5500 2.5500 2.5500 0340 WIRE-NO. 12 800.000 LF 0.6000 0.6000 0.6000 0.6000 0.6000 0350 WIRE-NO. 8 3,000.000 LF 1.1000 1.1000 1.1000 1.1000 1.1000 0360 REMOVE LIGHTING 1.000 LS 2334.0000 2334.0000 2334.0000 2334.0000 2334.0000 0370 REMOVE STORE & REINSTALL POLE 9.000 EACH 249.0000 249.0000 249.0000 249.0000 249.0000 0380 DEMOBILIZATION 1.000 LS 11674.8800 13000.0000 12418.3300 13500.0000 13574.8300


Prop Item Quantity Unit Bidder 1 Bidder 2 Bidder 3 Bidder 4 Bidder 5 Bidder 6 Line # Description TOTAL BIDS 790000.00 819000.00 839076.38 865536.15 918563.46


County: LAUREL District: 11 Date Let : 08-27-10 Call: 301 Contid: 10-2257 Proposal Description: CB06 063 1956 000-006 Length: 0 Time: 06/30/11 GUARDRAIL OLD SOMERSET ROAD (KY 1956) Number of Bidders 5 1 GEORGE B STONE COMPANY LLC 122,209.00 2 RITE WAY FENCE INC $ 127,685.88 3 N W K CONSTRUCTION INC 128,303.13 4 N H STONE INC $ 129,781.00 5 ELMO GREER & SONS LLC 146,751.76



0010 DGA BASE 580.000 TON 20.0000 30.0000 28.0000 35.0000 31.0000 0020 DELINEATOR FOR GUARDRAIL-WHITE 112.000 EACH 10.0000 7.0000 6.2500 6.0000 7.0000 0030 GUARDRAIL-STEEL W BEAM-S FACE 5,612.500 LF 14.5000 15.6500 15.2500 14.8200 15.9500 0040 GUARDRAIL TERMINAL SECTION NO 1 3.000 EACH 50.0000 75.0000 50.0000 50.0000 60.0000 0050 GUARDRAIL END TREATMENT TYPE 1 3.000 EACH 2200.0000 2100.0000 2000.0000 2500.0000 2800.0000 0060 GUARDRAIL END TREATMENT TYPE 3 3.000 EACH 900.0000 1200.0000 900.0000 600.0000 1500.0000 0070 REMOVE GUARDRAIL 3,587.500 LF 1.5000 1.5000 2.0000 1.3000 3.7100 0080 SIGNS 210.000 SQFT 7.0000 6.0000 0.0100 10.0000 11.0000 0090 MAINTAIN & CONTROL TRAFFIC 1.000 LS 10000.0000 2900.0000 7800.0000 7500.0000 7600.0000 0100 DEMOBILIZATION 1.000 LS 1806.5000 2000.0000 1945.4000 1918.0000 2168.7500 TOTAL BIDS 122209.00 127685.88 128303.13 129781.00 146751.76


County: CHRISTIAN District: 02 Date Let : 08-27-10 Call: 302 Contid: 10-2258 Proposal Description: FD05 024 0091 010-016 Length: 0 Time: 06/30/11 ASPHALT RESURFACING PRINCETON ROAD (KY 91) Number of Bidders 2 1 TODD COUNTY CRUSHED STONE LLC D/B/A 430,567.78 2 ROGERS GROUP INC $ 439,653.99



0010 AGGREGATE FOR MAILBOX TURNOUTS 150.000 TON 18.0000 29.6400 0020 LEVELING & WEDGING PG64-22 1,025.000 TON 61.7000 64.5300 0030 CL2 ASPH SURF 0.38D PG64-22 4,555.000 TON 61.7000 62.5900 0040 SIGNS 230.000 SQFT 5.0000 5.6300 0050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5500.0000 5501.8300 0060 MOBILIZATION FOR MILL & TEXT 1.000 LS 1800.0000 1800.0000 0070 ASPHALT PAVE MILLING & TEXTURING 100.000 TON 67.0000 67.0000 0080 PAVE STRIPING-TEMP PAINT-4 IN 54,596.000 LF 0.2000 0.2000 0090 PAVE STRIPING-PERM PAINT-4 IN 92,750.000 LF 0.2300 0.2300 0100 FUEL ADJUSTMENT 7,629.000 DOLL 1.0000 1.0000 0110 ASPHALT ADJUSTMENT 13,443.000 DOLL 1.0000 1.0000 0120 CENTERLINE RUMBLE STRIPS-12 IN 26,500.000 LF 0.3300 0.3300 0130 DEMOBILIZATION 1.000 LS 6363.0800 6601.8600 TOTAL BIDS 430567.78 439653.99


County: FLOYD District: 12 Date Let : 08-27-10 Call: 303 Contid: 10-2259 Proposal Description: FD05 036 0404 000-004 Length: 0 Time: 06/30/11 ASPHALT RESURFACING BLUE RIVER TO DAVID ROAD (KY 404) Number of Bidders 1 1 MOUNTAIN ENTERPRISES INC 329,079.90

ENGINEERS ESTIMATE 327,225.85 LOW BIDDER is 0.56 % FROM ENGINEER'S ESTIMATE


0010 LEVELING & WEDGING PG64-22 752.000 TON 78.2000 0020 ASPHALT MIX FOR PAVEMENT WEDGE 380.000 TON 78.2000 0030 CL3 ASPH SURF 0.38D PG64-22 2,440.000 TON 79.8000 0040 SIGNS 170.000 SQFT 7.0000 0050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 2500.0000 0060 MOBILIZATION FOR MILL & TEXT 1.000 LS 1750.0000 0070 ASPHALT PAVE MILLING & TEXTURING 40.000 TON 65.0000 0080 PAVE STRIPING-TEMP PAINT-4 IN 32,950.000 LF 0.1900 0090 PAVE STRIPING-PERM PAINT-4 IN 65,900.000 LF 0.1900 0100 PAVE MARKING-R/R XBUCKS 16 IN 22.000 LF 8.0000 0110 PAVE MARKING-THERMO STOP BAR-24IN 44.000 LF 11.2500 0120 FUEL ADJUSTMENT 4,883.000 DOLL 1.0000 0130 ASPHALT ADJUSTMENT 8,605.000 DOLL 1.0000 0140 DEMOBILIZATION 1.000 LS 4865.0000 TOTAL BIDS 329079.90


County: MARTIN District: 12 Date Let : 08-27-10 Call: 304 Contid: 10-2260 Proposal Description: FD05 080 0040 016-021 Length: 0 Time: 06/30/11 ASPHALT RESURFACING BLACK LOG TO LOVELY ROAD (KY 40) Number of Bidders 1 1 MOUNTAIN ENTERPRISES INC 486,359.08



0010 LEVELING & WEDGING PG64-22 656.000 TON 78.7500 0020 ASPHALT MIX FOR PAVEMENT WEDGE 550.000 TON 81.4000 0030 CL3 ASPH SURF 0.38B PG64-22 4,000.000 TON 81.4000 0040 SIGNS 210.000 SQFT 8.0000 0050 MAINTAIN & CONTROL TRAFFIC 1.000 LS 5000.0000 0060 MOBILIZATION FOR MILL & TEXT 1.000 LS 2000.0000 0070 ASPHALT PAVE MILLING & TEXTURING 40.000 TON 75.0000 0080 PAVE STRIPING-TEMP PAINT-4 IN 39,526.000 LF 0.1800 0090 PAVE STRIPING-PERM PAINT-4 IN 79,052.000 LF 0.2000 0100 REMOVE PAVEMENT MARKER TYPE V 500.000 EACH 5.7500 0110 FUEL ADJUSTMENT 7,117.000 DOLL 1.0000 0120 ASPHALT ADJUSTMENT 12,542.000 DOLL 1.0000 0130 DEMOBILIZATION 1.000 LS 7190.0000 TOTAL BIDS 486359.08


County: CARROLL District: 06 Date Let : 08-27-10 Call: 305 Contid: 10-3301 Proposal Description: FD39 021 1204 000-003 Length: 0 Time: 11/30/10 ASPHALT RESURFACING GOOSE CREEK ROAD (KY 1204) Number of Bidders 1 1 OHIO VALLEY ASPHALT LLC 146,310.00



0010 LEVELING & WEDGING PG64-22 164.000 TON 65.0000 0020 CL2 ASPH SURF 0.38D PG64-22 1,990.000 TON 65.0000 0030 SIGNS 190.000 SQFT 3.0000 0040 MAINTAIN & CONTROL TRAFFIC 1.000 LS 1000.0000 0050 MOBILIZATION FOR MILL & TEXT 1.000 LS 1650.0000 0060 ASPHALT PAVE MILLING & TEXTURING 16.000 TON 55.0000 0070 DEMOBILIZATION 1.000 LS 2200.0000 TOTAL BIDS 146310.00


County: BRACKEN District: 06 Date Let : 08-27-10 Call: 306 Contid: 10-1030 Proposal Description: JL03 021 0009 003-004 Length: 0 Time: 45 WORKING ASPHALT SURFACING NEW CONSTRUCTION AA HIGHWAY (KY 9) Number of Bidders 3 1 H G MAYS CORPORATION 636,345.31 2 EATON ASPHALT PAVING CO INC AND $ 698,999.00 3 HALE CONTRACTING INC 790,834.79



0010 CRUSHED STONE BASE 1,738.000 TON 17.9000 18.0000 18.5000 0020 DRAINAGE BLANKET-TYPE II-ASPH 1,456.000 TON 38.2700 55.0000 55.0000 0030 CRUSHED AGGREGATE SIZE NO 2 4,975.000 TON 16.4000 15.0000 17.5000 0040 LEVELING & WEDGING PG64-22 108.000 TON 50.0000 82.0000 82.0000 0050 CL3 ASPH BASE 1.00D PG64-22 4,353.000 TON 44.7200 48.0000 53.0000 0060 ASPHALT CURING SEAL 5.500 TON 665.0000 600.0000 600.0000 0070 CL3 ASPH SURF 0.38B PG64-22 1,088.000 TON 49.4900 64.0000 64.0000 0080 CULVERT PIPE-18 IN 11.360 LF 70.5000 42.0000 60.0000 0090 CULVERT PIPE-24 IN 246.480 LF 44.5000 61.0000 71.0000 0100 PERFORATED PIPE-4 IN 3,170.000 LF 3.4000 3.0000 4.0000 0110 PERF PIPE HEADWALL TY 1-4 IN 2.000 EACH 485.0000 500.0000 400.0000 0120 REMOVE PIPE 94.000 LF 7.5900 13.0000 20.0000 0130 METAL END SECTION TY 1-18 IN 1.000 EACH 1526.2000 535.0000 1800.0000 0140 METAL END SECTION TY 1-24 IN 2.000 EACH 1947.0000 535.0000 2200.0000 0150 DROP BOX INLET TYPE 1 2.000 EACH 2890.0000 2500.0000 2500.0000 0160 CORED HOLE DRAINAGE BOX CON-4 IN 1.000 EACH 180.0000 300.0000 100.0000 0170 TEMP DITCH 2,524.000 LF 0.1000 1.0000 0.5000 0180 ROADWAY EXCAVATION 7,379.000 CUYD 6.8800 8.0000 10.5000 0190 WATER 1,000.000 MGAL 0.0100 1.0000 1.0000 0200 SIGNS 170.000 SQFT 5.0000 7.0000 8.5000 0210 EDGE KEY 250.000 LF 5.0000 5.0000 5.0000 0220 FABRIC-GEOTEXTILE TYPE IV 18,042.000 SQYD 1.4600 0.5000 1.5000 0230 FABRIC GEOTEXTILE TY IV FOR PIPE 434.000 SQYD 2.0000 2.0000 2.0000 0240 MAINTAIN & CONTROL TRAFFIC 1.000 LS 15560.0000 13830.0000 27000.0000 0250 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH 500.0000 2200.0000 2400.0000 0260 MOBILIZATION

Documents

KYTC DEPARTMENT OF HIGHWAYS UNIT BID TAB SHEET FOR LETTING Date Run :August 27, 2010 ... · 2010. 8. 27. · 0210 clean temp silt fence 3,005.000 lf 0.1000 0.1000 0.5000 0.2500