|
Item List 000736 |
Date:10/22/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 000736 | Primary Project Number | X041007506001 |
| Contract Description | LEXINGTON-COVINGTON ROAD (I-75) | ||
| Primary County | GRANT | Federal/State Number | IM-NH 75-7 (115) 165 |
| Vendor ID | 00117 | Vendor Name | EATON ASPHALT PAVING CO INC AND SUBSIDIARY |
| Bid Amount | $ 11,625,035.39 | ||
| SM- Project | X041007506001 |
| Fed/State Number | IM-NH 75-7 (115) 165 |
| Project Description | LEXINGTON-COVINGTON ROAD (I-75) |
| *********** |
| SM- Project | X041007506001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0830 | 0001 | ROADWAY EXCAVATION | 02200M | 163,855.000 |
163,855.000 |
$5.760 |
CU M | 8.1 |
| 0980 | 0002 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$22,200.000 |
LS | 0.2 |
| 1180 | 0003 | STAKING | 02726 | 1.000 |
1.000 |
$47,250.000 |
LS | 0.4 |
| 1280 | 0004 | SEEDING AND PROTECTION | 05985M | 184,068.000 |
184,068.000 |
$0.360 |
SQ M | 0.6 |
| 1290 | 0005 | SPECIAL SEEDING CROWN VETCH | 05989M | 46,200.000 |
46,200.000 |
$0.290 |
SQ M | 0.1 |
| 1270 | 0006 | TOPDRESSING FERTILIZER | 05966M | 11.100 |
11.100 |
$435.000 |
MTON | 0.0 |
| 1300 | 0007 | SODDING | 05990M | 5,483.000 |
5,483.000 |
$4.170 |
SQ M | 0.2 |
| 1260 | 0008 | TEMP SEEDING AND PROTECTION | 05953M | 18,406.000 |
18,406.000 |
$0.340 |
SQ M | 0.1 |
| 0950 | 0009 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 23.000 |
23.000 |
$44.000 |
EACH | 0.0 |
| 0940 | 0010 | R/W MARKER RURAL TYPE 1A | 02433 | 4.000 |
4.000 |
$44.000 |
EACH | 0.0 |
| 0850 | 0011 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 6,998.000 |
6,998.000 |
$14.260 |
M | 0.9 |
| 0860 | 0012 | REMOVE FENCE | 02265M | 6,656.000 |
6,656.000 |
$7.720 |
M | 0.4 |
| 0870 | 0013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,470.660 |
1,470.660 |
$34.400 |
M | 0.4 |
| 0880 | 0014 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$41.000 |
EACH | 0.0 |
| 0890 | 0015 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 0900 | 0016 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$430.000 |
EACH | 0.0 |
| 0910 | 0017 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$415.000 |
EACH | 0.0 |
| 0930 | 0018 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0920 | 0019 | REMOVE GUARDRAIL | 02381M | 3,077.000 |
3,077.000 |
$4.380 |
M | 0.1 |
| 1250 | 0020 | EROSION CONTROL BLANKET | 05950M | 10,876.000 |
10,876.000 |
$1.450 |
SQ M | 0.1 |
| 1100 | 0021 | SILT TRAP TYPE A | 02703 | 21.000 |
21.000 |
$235.000 |
EACH | 0.0 |
| 1130 | 0022 | CLEAN SILT TRAP TYPE A | 02706 | 63.000 |
63.000 |
$70.000 |
EACH | 0.0 |
| 1110 | 0023 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$365.000 |
EACH | 0.0 |
| 1140 | 0024 | CLEAN SILT TRAP TYPE B | 02707 | 21.000 |
21.000 |
$115.000 |
EACH | 0.0 |
| 1120 | 0025 | SILT CHECK | 02705 | 104.000 |
104.000 |
$85.000 |
EACH | 0.1 |
| 1150 | 0026 | CLEAN SILT CHECK | 02708 | 271.000 |
271.000 |
$40.000 |
EACH | 0.1 |
| 1090 | 0027 | TEMPORARY SILT FENCE | 02701M | 2,353.000 |
2,353.000 |
$7.750 |
M | 0.2 |
| 1160 | 0028 | CLEAN TEMPORARY SILT FENCE | 02709M | 6,879.000 |
6,879.000 |
$2.200 |
M | 0.1 |
| 0960 | 0029 | CHANNEL LINING CLASS II | 02483M | 1,407.000 |
1,407.000 |
$22.750 |
MTON | 0.3 |
| 0970 | 0030 | CHANNEL LINING CLASS III | 02484M | 3,281.000 |
3,281.000 |
$22.750 |
MTON | 0.6 |
| 0820 | 0031 | REMOVE PAVED DITCH | 02165M | 320.000 |
320.000 |
$8.050 |
SQ M | 0.0 |
| 0380 | 0032 | REMOVE PIPE | 01310M | 205.000 |
205.000 |
$23.400 |
M | 0.0 |
| 0800 | 0033 | REMOVE PAVEMENT | 02091M | 1,032.000 |
1,032.000 |
$5.700 |
SQ M | 0.1 |
| 1500 | 0034 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 450.000 |
450.000 |
$6.800 |
EACH | 0.0 |
| 0990 | 0035 | CONCRETE-CLASS B | 02555M | 7.840 |
7.840 |
$600.000 |
CU M | 0.0 |
| 1510 | 0036 | CONCRETE-CLASS A | 08100M | 54.610 |
54.610 |
$750.000 |
CU M | 0.4 |
| 1520 | 0037 | STEEL REINFORCEMENT | 08150M | 834.000 |
834.000 |
$2.000 |
KG | 0.0 |
| 0660 | 0038 | REMOVE CATCH BASIN | 01706 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 1020 | 0039 | REMOVE HEADWALL | 02625 | 34.000 |
34.000 |
$215.000 |
EACH | 0.1 |
| 1080 | 0040 | SAFELOADING | 02690M | 33.000 |
33.000 |
$175.000 |
CU M | 0.0 |
| 0540 | 0041 | CAP DROP BOX INLET | 01584 | 3.000 |
3.000 |
$340.000 |
EACH | 0.0 |
| 0550 | 0042 | REMOVE DROP BOX INLET | 01585 | 24.000 |
24.000 |
$300.000 |
EACH | 0.1 |
| 0640 | 0043 | FLUME INLET TYPE 1 | 01690 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 0650 | 0044 | FLUME INLET TYPE 2 | 01691 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 0290 | 0045 | PERFORATED PIPE-100 MM | 01000M | 2,090.000 |
6,590.000 |
$20.000 |
M | 0.4 |
| 0300 | 0046 | PERFORATED PIPE-150 MM | 01001M | 3,317.000 |
3,317.000 |
$20.500 |
M | 0.6 |
| 0310 | 0047 | NON-PERFORATED PIPE-100 MM | 01010M | 570.000 |
570.000 |
$45.000 |
M | 0.2 |
| 0320 | 0048 | NON-PERFORATED PIPE-150 MM | 01011M | 20.000 |
20.000 |
$46.250 |
M | 0.0 |
| 0670 | 0049 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 24.000 |
24.000 |
$330.000 |
EACH | 0.1 |
| 0330 | 0050 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 8.000 |
8.000 |
$385.000 |
EACH | 0.0 |
| 0340 | 0051 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 3.000 |
3.000 |
$410.000 |
EACH | 0.0 |
| 0350 | 0052 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 15.000 |
15.000 |
$465.000 |
EACH | 0.1 |
| 0360 | 0053 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 49.000 |
49.000 |
$440.000 |
EACH | 0.2 |
| 0730 | 0054 | ASPHALT WEDGE CURB | 01897M | 828.000 |
828.000 |
$5.490 |
M | 0.0 |
| 1010 | 0055 | EDGE KEY MODIFIED | 02585M | 67.900 |
67.900 |
$80.700 |
M | 0.0 |
| 1070 | 0056 | ASPH PAVE MILLING & TEXTURING | 02677M | 2,958.000 |
8,958.000 |
$20.000 |
MTON | 0.5 |
| 1060 | 0057 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 1460 | 0058 | PAVEMENT MARKER TYPE V-MW | 06589 | 12.000 |
12.000 |
$30.850 |
EACH | 0.0 |
| 1470 | 0059 | PAVEMENT MARKER TYPE V-BY | 06591 | 131.000 |
131.000 |
$30.850 |
EACH | 0.0 |
| 1480 | 0060 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 695.000 |
695.000 |
$30.850 |
EACH | 0.2 |
| 1490 | 0061 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 327.000 |
327.000 |
$30.850 |
EACH | 0.1 |
| 1330 | 0062 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 1,325.000 |
1,325.000 |
$0.800 |
M | 0.0 |
| 1390 | 0063 | PAVE STRIPING-THERMO-300 MM W | 06546M | 800.000 |
800.000 |
$5.460 |
M | 0.0 |
| 1400 | 0064 | PAVE STRIPING-THERMO-300 MM Y | 06547M | 300.000 |
300.000 |
$5.460 |
M | 0.0 |
| 1350 | 0065 | PAVE STRIPING-THERMO-100 MM W | 06540M | 9,380.000 |
0.000 |
$1.470 |
M | 0.1 |
| 1360 | 0066 | PAVE STRIPING-THERMO-100 MM Y | 06541M | 9,005.000 |
0.000 |
$1.490 |
M | 0.1 |
| 1370 | 0067 | PAVE STRIPING-THERMO-150 MM W | 06542M | 3,480.000 |
12,860.000 |
$2.130 |
M | 0.1 |
| 1380 | 0068 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 2,320.000 |
11,325.000 |
$2.070 |
M | 0.0 |
| 1430 | 0069 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 49.600 |
49.600 |
$27.310 |
M | 0.0 |
| 1440 | 0070 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 5.000 |
5.000 |
$156.750 |
EACH | 0.0 |
| 1340 | 0071 | PAVE STRIPING REMOVAL-150 MM | 06531M | 2,355.000 |
5,355.000 |
$1.660 |
M | 0.0 |
| 1230 | 0072 | CONC MEDIAN BARRIER TYPE 350C MOD | 03202M | 3,036.400 |
3,036.400 |
$164.000 |
M | 4.3 |
| 0740 | 0073 | CONC MEDIAN BARRIER TYPE 150C2 MOD | 01978M | 26.000 |
26.000 |
$250.000 |
M | 0.1 |
| 0750 | 0074 | DELINEATOR FOR BARRIER-WHITE | 01984 | 76.000 |
76.000 |
$7.000 |
EACH | 0.0 |
| 0760 | 0075 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 107.000 |
107.000 |
$7.000 |
EACH | 0.0 |
| 0690 | 0076 | STANDARD CURB AND GUTTER | 01810M | 2,078.000 |
2,078.000 |
$42.650 |
M | 0.8 |
| 0710 | 0077 | STANDARD HEADER CURB | 01875M | 99.400 |
99.400 |
$55.000 |
M | 0.0 |
| 0700 | 0078 | STANDARD INTEGRAL CURB | 01830M | 30.600 |
30.600 |
$16.000 |
M | 0.0 |
| 1170 | 0079 | SIDEWALK-100 MM CONCRETE | 02720M | 1,609.000 |
1,609.000 |
$27.500 |
SQ M | 0.4 |
| 0810 | 0080 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 961.000 |
961.000 |
$47.800 |
SQ M | 0.4 |
| 0780 | 0081 | CURB TO BARRIER WALL TRANS | 02001 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.1 |
| 0720 | 0082 | VALLEY GUTTER | 01895M | 38.000 |
38.000 |
$55.600 |
M | 0.0 |
| 1030 | 0083 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$149,465.370 |
LS | 1.3 |
| 1200 | 0084 | FLASHING ARROW | 02775 | 5.000 |
5.000 |
$500.000 |
EACH | 0.0 |
| 1050 | 0085 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$5,584.960 |
EACH | 0.1 |
| 0770 | 0086 | INSTALL TEMP CONC MED BARR TY305M | 01992M | 7,354.000 |
7,354.000 |
$20.000 |
M | 1.3 |
| 0040 | 0087 | BARRIER WALL PRECAST Y SECTION | 0009763 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0050 | 0088 | RELOC BARRIER WALL PRECAST BAR Y SECTION | 0009764 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 1210 | 0089 | CRASH CUSHION TYPE VI-T | 02894 | 6.000 |
6.000 |
$10,000.000 |
EACH | 0.5 |
| 1220 | 0090 | RELOCATE CRASH CUSHION | 02898 | 5.000 |
5.000 |
$1,000.000 |
EACH | 0.0 |
| 1000 | 0091 | SIGNS | 02562M | 287.160 |
287.160 |
$43.060 |
SQ M | 0.1 |
| 0790 | 0092 | RELOCATE TEMP CONC MED BARRIER TY305M | 02003M | 3,173.000 |
3,173.000 |
$12.000 |
M | 0.3 |
| 1310 | 0093 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 11,240.000 |
11,240.000 |
$0.590 |
M | 0.1 |
| 1320 | 0094 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | 45,450.000 |
45,450.000 |
$0.710 |
M | 0.3 |
| 1410 | 0095 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 2,040.000 |
2,040.000 |
$4.040 |
M | 0.1 |
| 1420 | 0096 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 1,305.000 |
1,305.000 |
$4.040 |
M | 0.0 |
| 1450 | 0097 | PAVEMENT MARKER TYPE IV-BY | 06582 | 272.000 |
272.000 |
$8.310 |
EACH | 0.0 |
| 1240 | 0098 | TEMPORARY SIGNAL | 04935 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.1 |
| 1570 | 0099 | TEMPORARY SHORING | 09766M | 175.000 |
175.000 |
$100.000 |
SQ M | 0.2 |
| 1040 | 0100 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.1 |
| 1190 | 0101 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$92,400.000 |
LS | 0.8 |
| 0840 | 0102 | WATER | 02242M | 10,855.000 |
10,855.000 |
$0.500 |
CU M | 0.0 |
| 1530 | 0103 | QC (SOIL EMBANKMENT AND SUBGRADE) | 0900900 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0130 | 0104 | CL2 ASPH SURF 9.50E PG64-22 | 00298M | 1,035.000 |
1,035.000 |
$42.750 |
MTON | 0.4 |
| 1540 | 0105 | CL3 ASPH SURF 9.50C PG64-22 | 09512M | 3,307.000 |
3,307.000 |
$39.500 |
MTON | 1.1 |
| 0140 | 0106 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 4,960.000 |
4,960.000 |
$39.500 |
MTON | 1.7 |
| 1560 | 0107 | CL4 ASPH SURF 9.50C PG76-22 | 09690M | 4,968.000 |
4,968.000 |
$44.900 |
MTON | 1.9 |
| 0150 | 0108 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | 9,272.000 |
9,272.000 |
$43.600 |
MTON | 3.5 |
| 0090 | 0109 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 14,311.000 |
17,311.000 |
$33.500 |
MTON | 4.1 |
| 0070 | 0110 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | 6,197.000 |
6,197.000 |
$30.150 |
MTON | 1.6 |
| 0100 | 0111 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | 14,040.000 |
14,040.000 |
$34.250 |
MTON | 4.1 |
| 0110 | 0112 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | 18,280.000 |
18,280.000 |
$36.250 |
MTON | 5.7 |
| 0080 | 0113 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | 14,435.000 |
14,435.000 |
$29.350 |
MTON | 3.6 |
| 0010 | 0114 | D G A BASE | 00001M | 83,513.000 |
74,652.000 |
$12.750 |
MTON | 9.2 |
| 0020 | 0115 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 54,198.000 |
54,198.000 |
$25.050 |
MTON | 11.7 |
| 0170 | 0116 | ASPHALT CURING SEAL | 00358M | 41.820 |
41.820 |
$257.420 |
MTON | 0.1 |
| 0030 | 0117 | TRAFFIC BOUND BASE | 00020M | 3.000 |
3.000 |
$100.000 |
MTON | 0.0 |
| 0060 | 0118 | ASPHALT SEAL AGGREGATE | 00100M | 258.000 |
258.000 |
$77.930 |
MTON | 0.2 |
| 0120 | 0119 | EMULSIFIED ASPHALT RS-2 | 00291M | 31.220 |
31.220 |
$290.070 |
MTON | 0.1 |
| 0160 | 0120 | ASPHALT PLACEMENT WITH MTV | 00338M | 59,238.000 |
59,238.000 |
$0.960 |
MTON | 0.5 |
| 0180 | 0121 | CULVERT PIPE-600 MM | 00464M | 26.500 |
26.500 |
$220.500 |
M | 0.1 |
| 0190 | 0122 | CULVERT PIPE-750 MM | 00466M | 32.500 |
32.500 |
$178.500 |
M | 0.0 |
| 0200 | 0123 | CULVERT PIPE-1050 MM | 00469M | 25.500 |
25.500 |
$222.000 |
M | 0.0 |
| 0210 | 0124 | STORM SEWER PIPE-375 MM | 00521M | 855.400 |
855.400 |
$95.440 |
M | 0.7 |
| 0220 | 0125 | STORM SEWER PIPE-450 MM | 00522M | 1,140.000 |
1,140.000 |
$121.890 |
M | 1.2 |
| 0230 | 0126 | STORM SEWER PIPE-600 MM | 00524M | 65.400 |
65.400 |
$128.460 |
M | 0.1 |
| 0240 | 0127 | STORM SEWER PIPE-750 MM | 00526M | 37.200 |
37.200 |
$134.180 |
M | 0.0 |
| 0250 | 0128 | STORM SEWER PIPE-900 MM | 00528M | 141.000 |
141.000 |
$201.320 |
M | 0.2 |
| 0260 | 0129 | STORM SEWER PIPE-1050 MM | 00529M | 39.300 |
39.300 |
$286.910 |
M | 0.1 |
| 0270 | 0130 | STORM SEWER PIPE-1350 MM | 00531M | 33.100 |
33.100 |
$367.670 |
M | 0.1 |
| 0370 | 0131 | STEEL ENCASEMENT PIPE-450 MM | 01075M | 14.000 |
14.000 |
$850.000 |
M | 0.1 |
| 0280 | 0132 | SLOTTED DRAIN PIPE-300 MM | 00980M | 44.100 |
44.100 |
$232.920 |
M | 0.1 |
| 0390 | 0133 | METAL END SECTION TY 1-15 INCH | 01370 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0400 | 0134 | METAL END SECTION TY 3-15 INCH | 01390 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0410 | 0135 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0420 | 0136 | METAL END SECTION TY 3-30 INCH | 01394 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0430 | 0137 | METAL END SECTION TY 3-36 INCH | 01395 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0440 | 0138 | METAL END SECTION TY 4-18 INCH | 01411 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0450 | 0139 | METAL END SECTION TY 4-24 INCH | 01413 | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
| 0460 | 0140 | CURB BOX INLET TYPE A | 01456 | 31.000 |
31.000 |
$2,460.000 |
EACH | 0.7 |
| 0470 | 0141 | DROP BOX INLET TYPE 1 | 01490 | 9.000 |
9.000 |
$2,100.000 |
EACH | 0.2 |
| 0480 | 0142 | DROP BOX INLET TYPE 2 | 01493 | 5.000 |
5.000 |
$2,180.000 |
EACH | 0.1 |
| 0490 | 0143 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$2,610.000 |
EACH | 0.0 |
| 0500 | 0144 | DROP BOX INLET TYPE 10 | 01541 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0510 | 0145 | DROP BOX INLET TYPE 12A | 01550M | 26.000 |
26.000 |
$660.000 |
M | 0.1 |