|
Item List 020689 |
Date:05/21/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020689 | Primary Project Number | X121007504001 |
| Contract Description | TENNESSEE STATE LINE-LEXINGTON ROAD (I-75) | ||
| Primary County | LAUREL | Federal/State Number | IM-NH 75-2 (76) |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 14,273,395.39 | ||
| SM- Project | X121007504001 |
| Fed/State Number | IM-NH 75-2 (76) |
| Project Description | TENNESSEE STATE LINE-LEXINGTON ROAD (I-75) |
| *********** |
| SM- Project | X121007504001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | LAUREL CO - CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0810 | 0001 | CLEARING AND GRUBBING (LAUREL CO 5 HEC) | 02545 | 1.000 |
1.000 |
$28,000.000 |
LS | 0.2 |
| 0610 | 0002 | ROADWAY EXCAVATION | 02200M | 96,546.000 |
96,546.000 |
$5.920 |
CU M | 4.0 |
| 1070 | 0003 | STAKING | 02726 | 1.000 |
1.000 |
$38,000.000 |
LS | 0.3 |
| 1430 | 0004 | CONCRETE-CLASS AA | 08104M | 1.670 |
1.670 |
$990.000 |
CU M | 0.0 |
| 0840 | 0005 | EDGE KEY MODIFIED | 02585M | 20.400 |
20.400 |
$132.000 |
M | 0.0 |
| 0740 | 0006 | REMOVE GUARDRAIL | 02381M | 309.000 |
309.000 |
$4.900 |
M | 0.0 |
| 0690 | 0007 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 259.080 |
259.080 |
$34.450 |
M | 0.1 |
| 0720 | 0008 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0780 | 0009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0700 | 0010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0760 | 0011 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0530 | 0012 | CONC MEDIAN BARRIER TYPE 300C (1250) | 01967M | 341.700 |
458.700 |
$145.000 |
M | 0.3 |
| 0540 | 0013 | DELINEATOR FOR BARRIER-WHITE | 01984 | 151.000 |
151.000 |
$5.500 |
EACH | 0.0 |
| 0550 | 0014 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 375.000 |
375.000 |
$5.500 |
EACH | 0.0 |
| 0570 | 0015 | INSTALL TEMP CONC MED BARR | 01992M | 7,609.000 |
5,109.000 |
$17.000 |
M | 0.9 |
| 0580 | 0016 | RELOCATE TEMP CONC MED BARRIER | 02003M | 11,370.000 |
5,122.000 |
$5.000 |
M | 0.4 |
| 1110 | 0017 | CRASH CUSHION TYPE VI-T | 02894 | 3.000 |
2.000 |
$10,700.000 |
EACH | 0.2 |
| 1120 | 0018 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.1 |
| 0940 | 0019 | SAFELOADING | 02690M | 13.300 |
13.300 |
$200.000 |
CU M | 0.0 |
| 0660 | 0020 | REMOVE & REPLACE FENCE | 02268M | 796.400 |
796.400 |
$19.700 |
M | 0.1 |
| 0790 | 0021 | CHANNEL LINING CLASS IV | 02488M | 239.900 |
0.000 |
$6.540 |
CU M | 0.0 |
| 0960 | 0022 | TEMPORARY SILT FENCE | 02701M | 291.000 |
291.000 |
$10.000 |
M | 0.0 |
| 1050 | 0023 | CLEAN TEMPORARY SILT FENCE | 02709M | 291.000 |
291.000 |
$5.000 |
M | 0.0 |
| 0970 | 0024 | SILT TRAP TYPE B | 02704 | 3.000 |
3.000 |
$300.000 |
EACH | 0.0 |
| 1020 | 0025 | CLEAN SILT TRAP TYPE B | 02707 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 1000 | 0026 | SILT CHECK | 02705 | 36.000 |
36.000 |
$75.000 |
EACH | 0.0 |
| 1030 | 0027 | CLEAN SILT CHECK | 02708 | 108.000 |
108.000 |
$25.000 |
EACH | 0.0 |
| 1230 | 0028 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | 33,835.000 |
37,385.000 |
$0.480 |
M | 0.1 |
| 1260 | 0029 | PAVE STRIPING-THERMO-150 MM W | 06542M | 1,594.400 |
1,594.400 |
$2.180 |
M | 0.0 |
| 1290 | 0030 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 2,149.900 |
2,149.900 |
$2.180 |
M | 0.0 |
| 1300 | 0031 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | 1,921.000 |
921.000 |
$9.500 |
M | 0.1 |
| 1310 | 0032 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 3,427.000 |
1,427.000 |
$7.500 |
M | 0.2 |
| 1320 | 0033 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 2,413.000 |
1,013.000 |
$7.500 |
M | 0.1 |
| 1330 | 0034 | PAVE STRIPING-DUR TY 1-150MM W | 06556M | 253.100 |
253.100 |
$8.000 |
M | 0.0 |
| 1350 | 0035 | PAVE STRIPING-DUR TY 1-150MM Y | 06557M | 172.000 |
172.000 |
$8.000 |
M | 0.0 |
| 1250 | 0036 | PAVE STRIPING REMOVAL-150 MM | 06531M | 2,999.000 |
2,999.000 |
$1.650 |
M | 0.0 |
| 1370 | 0037 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 2,465.000 |
1,065.000 |
$3.500 |
EACH | 0.1 |
| 1380 | 0038 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 2,810.000 |
1,210.000 |
$3.500 |
EACH | 0.1 |
| 1400 | 0039 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 64.000 |
64.000 |
$18.000 |
EACH | 0.0 |
| 1130 | 0040 | MASONRY COATING | 02998M | 1,133.000 |
1,133.000 |
$5.000 |
SQ M | 0.0 |
| 1220 | 0041 | SPECIAL SEEDING CROWN VETCH | 05989M | 750.000 |
20,750.000 |
$0.360 |
SQ M | 0.0 |
| 1210 | 0042 | SEEDING AND PROTECTION | 05985M | 34,160.000 |
34,160.000 |
$0.400 |
SQ M | 0.1 |
| 1160 | 0043 | TEMP SEEDING AND PROTECTION | 05953M | 3,416.000 |
3,416.000 |
$0.300 |
SQ M | 0.0 |
| 1190 | 0044 | TOPDRESSING FERTILIZER | 05966M | 1.960 |
1.960 |
$466.000 |
MTON | 0.0 |
| 0830 | 0045 | SIGNS | 02562M | 44.100 |
34.100 |
$100.000 |
SQ M | 0.0 |
| 0890 | 0046 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$10,000.000 |
EACH | 0.3 |
| 1090 | 0047 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 1100 | 0048 | FLASHING ARROW RELOCATE | 02775 | 7.000 |
7.000 |
$250.000 |
EACH | 0.0 |
| 0870 | 0049 | MAINTAIN & CONTROL TRAFFIC (LAUREL CO) | 02650 | 1.000 |
1.000 |
$41,000.000 |
LS | 0.3 |
| 0600 | 0050 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116M | 2,149.900 |
2,149.900 |
$0.900 |
M | 0.0 |
| 0630 | 0051 | DITCHING | 02237M | 365.000 |
365.000 |
$10.000 |
M | 0.0 |
| 0430 | 0052 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (LAUREL CO) | 01015 | 1.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
| 0650 | 0053 | WATER | 02242M | 100.000 |
100.000 |
$10.000 |
CU M | 0.0 |
| 0860 | 0054 | FABRIC-GEOTEXTILE TYPE III | 02598M | 1,000.000 |
3,200.000 |
$3.000 |
SQ M | 0.0 |
| 0310 | 0055 | CULVERT PIPE-375 MM | 00461M | 2.000 |
2.000 |
$165.000 |
M | 0.0 |
| 0330 | 0056 | CULVERT PIPE-450 MM | 00462M | 1.000 |
1.000 |
$175.000 |
M | 0.0 |
| 0350 | 0057 | CULVERT PIPE-600 MM | 00464M | 6.500 |
6.500 |
$198.000 |
M | 0.0 |
| 0390 | 0058 | STORM SEWER PIPE-450 MM | 00522M | 173.000 |
173.000 |
$163.000 |
M | 0.2 |
| 0410 | 0059 | STORM SEWER PIPE-750 MM | 00526M | 5.500 |
5.500 |
$229.000 |
M | 0.0 |
| 0460 | 0060 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$2,250.000 |
EACH | 0.0 |
| 0470 | 0061 | DROP BOX INLET TYPE 5B | 01505 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 1470 | 0062 | CONC MED BARR BOX INLET MOD | 09589M02 | 4.000 |
4.000 |
$3,300.000 |
EACH | 0.1 |
| 1510 | 0063 | CONC MED BAR BOX IN TY 12B2-50 | 09595 | 1.000 |
1.000 |
$3,900.000 |
EACH | 0.0 |
| 1520 | 0064 | CONC MED BAR BOX IN TY 12B1-50 | 09596 | 2.000 |
2.000 |
$3,900.000 |
EACH | 0.1 |
| 0520 | 0065 | JUNCTION BOX-30 INCH | 01644 | 1.000 |
1.000 |
$2,600.000 |
EACH | 0.0 |
| 1420 | 0066 | CONCRETE-CLASS A | 08100M | 1.030 |
1.030 |
$900.000 |
CU M | 0.0 |
| 1440 | 0067 | STEEL REINFORCEMENT | 08150M | 3.600 |
3.600 |
$2.250 |
KG | 0.0 |
| 0110 | 0068 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | 11,237.000 |
7,788.000 |
$22.050 |
MTON | 1.7 |
| 0160 | 0069 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 2,509.000 |
3,312.000 |
$23.150 |
MTON | 0.4 |
| 0200 | 0070 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | 1,967.000 |
6,017.000 |
$27.010 |
MTON | 0.4 |
| 0180 | 0071 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | 1,514.000 |
1,999.000 |
$23.420 |
MTON | 0.2 |
| 0130 | 0072 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | 2,392.000 |
5,885.000 |
$23.500 |
MTON | 0.4 |
| 0230 | 0073 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | 687.000 |
2,643.000 |
$27.000 |
MTON | 0.1 |
| 0250 | 0074 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | 1,220.000 |
2,709.000 |
$38.810 |
MTON | 0.3 |
| 0030 | 0075 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 9,712.000 |
8,772.500 |
$20.940 |
MTON | 1.4 |
| 0300 | 0076 | ASPHALT CURING SEAL | 00358M | 21.000 |
21.000 |
$220.460 |
MTON | 0.0 |
| 0010 | 0077 | D G A BASE | 00001M | 7,107.000 |
10,747.000 |
$11.430 |
MTON | 0.6 |
| 0090 | 0078 | LEVELING & WEDGING PG64-22 | 00190M | 1,645.000 |
1,111.000 |
$26.460 |
MTON | 0.3 |
| 0920 | 0079 | ASPH PAVE MILLING & TEXTURING | 02677M | 1,127.000 |
2,824.000 |
$8.950 |
MTON | 0.1 |
| 0060 | 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 6.000 |
6.000 |
$80.000 |
MTON | 0.0 |
| 0080 | 0081 | ASPHALT SEAL AGGREGATE | 00100M | 20.000 |
20.000 |
$49.600 |
MTON | 0.0 |
| 0220 | 0082 | EMULSIFIED ASPHALT RS-2 | 00291M | 3.000 |
3.000 |
$358.250 |
MTON | 0.0 |
| 0280 | 0083 | ASPHALT PLACEMENT WITH MTV | 00338M | 7,093.000 |
7,093.000 |
$0.830 |
MTON | 0.0 |
| 0900 | 0084 | MOBILIZATION FOR MILL & TEXT (LAUREL CO) | 02676 | 1.000 |
1.000 |
$250.000 |
LS | 0.0 |
| 63 | 8000 | EROSION CONTROL BLANKET | 05950M | 0.000 |
13,615.000 |
$1.800 |
SQ M | 0.0 |
| 64 | 8001 | STONE BASE | 09590M02 | 0.000 |
3,337.000 |
$28.000 |
MTON | 0.0 |
| 8014 | 8014 | DROP BOX INLET TYPE 12A | 01550M | 0.000 |
6.000 |
$1,640.000 |
M | 0.0 |
| 8015 | 8015 | ISLAND CURB AND GUTTER | 01825M | 0.000 |
15.500 |
$95.000 |
M | 0.0 |
| 8016 | 8016 | CHANNEL LINING CLASS III | 02484M | 0.000 |
1,392.875 |
$25.000 |
MTON | 0.0 |
| 8023 | 8023 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
3,852.610 |
$1.000 |
DOLL | 0.0 |
| 8024 | 8024 | FUEL ADJUSTMENT | 10020NS | 0.000 |
15,924.230 |
$1.000 |
DOLL | 0.0 |
| 8025 | 8025 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
297.980 |
$1.000 |
DOLL | 0.0 |
| 8029 | 8029 | MILLED RUMBLE STRIPS | 20314MD | 0.000 |
1,342.000 |
$2.750 |
M | 0.0 |
| 8030 | 8030 | RIDE QUALITY ADJUSTMENT ASPH | 10050NS | 0.000 |
10,037.480 |
$1.000 |
DOLL | 0.0 |
Category Total $2,135,056.73 |
| SM- Project | X121007504001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | LAUREL CO - CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1550 | 0085 | STRUCTURE GRANULAR BACKFILL | 02231M | 595.000 |
595.000 |
$29.500 |
CU M | 0.1 |
| 1590 | 0086 | MASONRY COATING | 02998M | 10,286.000 |
10,286.000 |
$10.000 |
SQ M | 0.7 |
| 1700 | 0087 | STRUCTURE EXCAVATION-COMMON | 08001M | 1,494.000 |
2,097.543 |
$30.000 |
CU M | 0.3 |
| 1710 | 0088 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 295.000 |
599.329 |
$75.000 |
CU M | 0.2 |
| 1720 | 0089 | CYCLOPEAN STONE RIP RAP | 08019M | 1,722.000 |
732.000 |
$20.000 |
MTON | 0.2 |
| 1730 | 0090 | TEST PILES | 08033M | 17.100 |
17.100 |
$83.500 |
M | 0.0 |
| 1760 | 0091 | PILES-STEEL HP310X79 | 08046M | 880.000 |
880.000 |
$83.500 |
M | 0.5 |
| 1770 | 0092 | CONCRETE-CLASS A | 08100M | 2,217.300 |
2,217.300 |
$410.000 |
CU M | 6.4 |
| 1780 | 0093 | CONCRETE-CLASS AA | 08104M | 3,281.800 |
3,281.800 |
$488.000 |
CU M | 11.2 |
| 1810 | 0094 | STEEL REINFORCEMENT | 08150M | 140,337.000 |
140,337.000 |
$1.200 |
KG | 1.2 |
| 1820 | 0095 | STEEL REINF-EPOXY COATED | 08151M | 554,330.000 |
554,330.000 |
$1.260 |
KG | 4.9 |
| 1830 | 0096 | STRUCTURAL STEEL | 08160 | 1.000 |
1.000 |
$3,475,000.000 |
LS | 24.3 |
| 1840 | 0097 | SHEAR CONNECTORS | 08170 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.3 |
| 1860 | 0098 | APPROACH SLAB | 08500M | 561.000 |
561.000 |
$190.000 |
SQ M | 0.7 |
| 1570 | 0099 | POROUS UNDERDRAIN | 02679M | 54.400 |
54.400 |
$33.250 |
M | 0.0 |
| 1870 | 0100 | MECHANICAL REINFORCED COUPLER #16 | 73023 | 70.000 |
70.000 |
$8.000 |
EACH | 0.0 |
| 1610 | 0101 | MECHANICAL REINFORCED COUPLER (#19) | 07316M02 | 111.000 |
111.000 |
$9.500 |
EACH | 0.0 |
| 1600 | 0102 | MECHANICAL REINFORCED COUPLER (#19 EPOXY) | 07316M02 | 2,658.000 |
2,658.000 |
$9.500 |
EACH | 0.2 |
| 1620 | 0103 | MECHANICAL REINFORCED COUPLER (#22 EPOXY) | 07316M02 | 2,570.000 |
2,570.000 |
$13.250 |
EACH | 0.2 |
| 1630 | 0104 | MECHANICAL REINFORCED COUPLER (#25) | 07316M02 | 32.000 |
32.000 |
$19.250 |
EACH | 0.0 |
| 1640 | 0105 | MECHANICAL REINFORCED COUPLER (#32) | 07316M02 | 72.000 |
72.000 |
$36.750 |
EACH | 0.0 |
| 1850 | 0106 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.2 |
| 1560 | 0107 | REMOVE CONCRETE MASONRY | 02403M | 1,824.000 |
1,824.000 |
$220.000 |
CU M | 2.8 |
| 1580 | 0108 | REMOVE STRUCTURE STRU STEEL APROX 1545280 | 02731 | 1.000 |
1.000 |
$300,000.000 |
LS | 2.1 |
| 1790 | 0109 | DRILLED-IN CAISSONS 1520MM-COM | 08121M | 106.900 |
88.220 |
$1,200.000 |
M | 0.9 |
| 1800 | 0110 | DRILLED-IN CAISSONS 1520MM-ROCK | 08121M | 83.500 |
105.460 |
$2,000.000 |
M | 1.2 |
| 1650 | 0111 | EXPANSION DAM-70 MM NEOPRENE | 07326M02 | 89.800 |
89.800 |
$325.000 |
M | 0.2 |
| 1660 | 0112 | PERMANENT CASING | 07328M02 | 190.400 |
190.400 |
$458.000 |
M | 0.6 |
| 1670 | 0113 | CSL TESTING MOBILIZATION | 07329M02 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 1680 | 0114 | CSL ACCESS TUBING | 07330M02 | 16.000 |
16.000 |
$400.000 |
EACH | 0.0 |
| 1690 | 0115 | CSL TESTING | 07331M02 | 16.000 |
16.000 |
$1,000.000 |
EACH | 0.1 |
| 1740 | 0116 | COFFERDAM PIER 1 | 08037 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.3 |
| 1750 | 0117 | COFFERDAM PIER 2 | 08037 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.3 |
| 8002 | 8002 | MASS CONCRETE | 10040MS | 0.000 |
121.000 |
$164.780 |
CU M | 0.0 |
| 8013 | 8013 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
13,651.910 |
$1.000 |
DOLL | 0.0 |
| 8033 | 8033 | EW~ Expansion Joint @ Median Barrier Wall | 10090NX | 0.000 |
0.000 |
$5,000.000 |
LS | 0.0 |
| 8035 | 8035 | EW~ Expansion Joint @ Median Barrier Wall - Cost Plus | 10090NX | 0.000 |
1.000 |
$3,397.810 |
LS | 0.0 |
Category Total $8,603,703.95 |
| SM- Project | X121007504001 | CATEGORY NUMBER | 0005 | CATEGORY Description | PIPE UNDERDRAIN | LAUREL CO SOUTHBOUND - CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1970 | 0118 | PERFORATED PIPE-100 MM | 01000M | 340.000 |
340.000 |
$17.900 |
M | 0.0 |
| 2040 | 0119 | NON-PERFORATED PIPE-100 MM | 01010M | 27.800 |
27.800 |
$33.000 |
M | 0.0 |
| 2090 | 0120 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 1.000 |
1.000 |
$425.000 |
EACH | 0.0 |
| 2150 | 0121 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 2.000 |
2.000 |
$475.000 |
EACH | 0.0 |
Category Total $8,378.40 |
| SM- Project | X121007504001 | CATEGORY NUMBER | 0007 | CATEGORY Description | PIPE UNDERDRAIN | LAUREL CO NORTHBOUND - CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1980 | 0122 | PERFORATED PIPE-100 MM | 01000M | 362.000 |
362.000 |
$17.900 |
M | 0.0 |
| 2050 | 0123 | NON-PERFORATED PIPE-100 MM | 01010M | 17.200 |
17.200 |
$33.000 |
M | 0.0 |
| 2120 | 0124 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 2160 |