|
Item List 020645 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020645 | Primary Project Number | X057006805001 |
| Contract Description | HARRODSBURG-LEXINGTON ROAD (US68) | ||
| Primary County | JESSAMINE | Federal/State Number | STPM 268-1 (21) |
| Vendor ID | 02067 | Vendor Name | LEXINGTON QUARRY COMPANY |
| Bid Amount | $ 16,332,692.77 | ||
| SM- Project | X057006805001 |
| Fed/State Number | STPM 268-1 (21) |
| Project Description | HARRODSBURG-LEXINGTON ROAD (US68) |
| *********** |
| SM- Project | X057006805001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | JESSAMINE CO / CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1350 | 0001 | GRANULAR EMBANKMENT | 02223M | 298.000 |
298.000 |
$36.250 |
CU M | 0.1 |
| 2320 | 0002 | STRUCTURE EXCAVATION-COMMON | 08001M | 863.000 |
863.000 |
$14.000 |
CU M | 0.1 |
| 2340 | 0003 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 23.000 |
23.000 |
$45.000 |
CU M | 0.0 |
| 2020 | 0004 | MASONRY COATING | 02998M | 178.000 |
178.000 |
$7.000 |
SQ M | 0.0 |
| 2410 | 0005 | CONCRETE-CLASS A | 08100M | 494.300 |
68.000 |
$300.000 |
CU M | 0.9 |
| 2450 | 0006 | STEEL REINFORCEMENT | 08150M | 53,151.000 |
3,600.000 |
$1.090 |
KG | 0.4 |
| 1750 | 0007 | HANDRAIL-TYPE A-2 | 02612M | 21.000 |
0.000 |
$138.000 |
M | 0.0 |
| 2360 | 0008 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$4,800.000 |
LS | 0.0 |
| 1310 | 0009 | ROADWAY EXCAVATION JES | 02200M | 120,192.000 |
120,192.000 |
$13.060 |
CU M | 9.6 |
| 1330 | 0010 | GRANULAR EMBANKMENT | 02223M | 3,240.000 |
3,240.000 |
$21.000 |
CU M | 0.4 |
| 1380 | 0011 | WATER | 02242M | 8,895.000 |
8,895.000 |
$0.260 |
CU M | 0.0 |
| 2420 | 0012 | CONCRETE-CLASS A | 08100M | 30.060 |
30.060 |
$915.500 |
CU M | 0.2 |
| 2440 | 0013 | STEEL REINFORCEMENT | 08150M | 807.900 |
807.900 |
$2.200 |
KG | 0.0 |
| 2380 | 0014 | RETAINING WALL | 08018M | 94.000 |
94.000 |
$257.000 |
SQ M | 0.1 |
| 1740 | 0015 | HANDRAIL-TYPE A-1 | 02611M | 51.700 |
51.700 |
$118.500 |
M | 0.0 |
| 1460 | 0016 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 431.000 |
431.000 |
$32.980 |
M | 0.1 |
| 1520 | 0017 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 2.000 |
2.000 |
$385.000 |
EACH | 0.0 |
| 1560 | 0018 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,475.000 |
EACH | 0.0 |
| 1540 | 0019 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1580 | 0020 | TEMPORARY GUARDRAIL | 02397M | 135.000 |
135.000 |
$23.000 |
M | 0.0 |
| 2150 | 0021 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 11,990.000 |
26,990.000 |
$0.480 |
M | 0.0 |
| 2160 | 0022 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 15,763.200 |
15,763.200 |
$0.480 |
M | 0.0 |
| 2180 | 0023 | PAVE STRIPING REMOVAL-100 MM | 06530M | 600.000 |
600.000 |
$1.500 |
M | 0.0 |
| 2260 | 0024 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 67.000 |
67.000 |
$85.000 |
EACH | 0.0 |
| 2280 | 0025 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 1.000 |
1.000 |
$125.000 |
EACH | 0.0 |
| 2220 | 0026 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 147.800 |
147.800 |
$21.700 |
M | 0.0 |
| 2230 | 0027 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 244.000 |
244.000 |
$20.000 |
SQ M | 0.0 |
| 2290 | 0028 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 212.000 |
212.000 |
$18.000 |
EACH | 0.0 |
| 1690 | 0029 | SIGNS | 02562M | 15.240 |
42.740 |
$123.750 |
SQ M | 0.0 |
| 1230 | 0030 | BARRICADE-TYPE III | 02014 | 2.000 |
42.000 |
$350.000 |
EACH | 0.0 |
| 1280 | 0031 | REMOVE PAVEMENT | 02091M | 151.800 |
1,401.800 |
$6.000 |
SQ M | 0.0 |
| 1420 | 0032 | REMOVE & RESET FENCE | 02267M | 73.000 |
73.000 |
$31.000 |
M | 0.0 |
| 1600 | 0033 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 2050 | 0034 | PVC PIPE-50 MM | 03381M | 75.000 |
75.000 |
$58.000 |
M | 0.0 |
| 0380 | 0035 | CULVERT PIPE-300 MM | 00460M | 1.200 |
1.200 |
$131.050 |
M | 0.0 |
| 0400 | 0036 | CULVERT PIPE-375 MM | 00461M | 12.500 |
12.500 |
$109.900 |
M | 0.0 |
| 0410 | 0037 | CULVERT PIPE-450 MM | 00462M | 139.300 |
139.300 |
$131.250 |
M | 0.1 |
| 0430 | 0038 | CULVERT PIPE-600 MM | 00464M | 115.900 |
166.500 |
$147.650 |
M | 0.1 |
| 0450 | 0039 | CULVERT PIPE-750 MM | 00466M | 101.300 |
50.700 |
$180.400 |
M | 0.1 |
| 0460 | 0040 | CULVERT PIPE-1350 MM | 00471M | 62.200 |
62.200 |
$360.900 |
M | 0.1 |
| 0480 | 0041 | CULVERT PIPE-900 MM EQUIV | 00496M | 40.000 |
40.000 |
$246.000 |
M | 0.1 |
| 2480 | 0042 | DRAIN PIPE-150 MM | 08820M | 6.900 |
6.900 |
$81.900 |
M | 0.0 |
| 0500 | 0043 | STORM SEWER PIPE-375 MM | 00521M | 82.300 |
82.300 |
$108.250 |
M | 0.1 |
| 0520 | 0044 | STORM SEWER PIPE-450 MM | 00522M | 355.000 |
355.000 |
$129.600 |
M | 0.3 |
| 0540 | 0045 | STORM SEWER PIPE-600 MM | 00524M | 178.800 |
206.400 |
$147.650 |
M | 0.2 |
| 0560 | 0046 | STORM SEWER PIPE-900 MM | 00528M | 27.600 |
0.000 |
$213.350 |
M | 0.0 |
| 0330 | 0047 | ENTRANCE PIPE-375 MM | 00440M | 42.800 |
42.800 |
$82.000 |
M | 0.0 |
| 0350 | 0048 | ENTRANCE PIPE-450 MM | 00441M | 36.000 |
36.000 |
$86.950 |
M | 0.0 |
| 0360 | 0049 | ENTRANCE PIPE-600 MM | 00443M | 23.500 |
23.500 |
$114.850 |
M | 0.0 |
| 0570 | 0050 | PERFORATED PIPE-100 MM | 01000M | 1,596.000 |
1,596.000 |
$14.750 |
M | 0.1 |
| 0620 | 0051 | NON-PERFORATED PIPE-100 MM | 01010M | 111.000 |
111.000 |
$32.800 |
M | 0.0 |
| 0590 | 0052 | PERFORATED PIPE-150 MM | 01001M | 7,355.000 |
7,355.000 |
$18.050 |
M | 0.8 |
| 0630 | 0053 | NON-PERFORATED PIPE-150 MM | 01011M | 209.000 |
209.000 |
$36.100 |
M | 0.0 |
| 0720 | 0054 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 4.000 |
4.000 |
$425.000 |
EACH | 0.0 |
| 0750 | 0055 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 6.000 |
6.000 |
$435.000 |
EACH | 0.0 |
| 0680 | 0056 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 8.000 |
8.000 |
$425.000 |
EACH | 0.0 |
| 0710 | 0057 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 5.000 |
5.000 |
$435.000 |
EACH | 0.0 |
| 0660 | 0058 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 4.000 |
4.000 |
$435.000 |
EACH | 0.0 |
| 0850 | 0059 | CURB BOX INLET TYPE A | 01456 | 4.000 |
4.000 |
$3,250.000 |
EACH | 0.1 |
| 0870 | 0060 | CURB BOX INLET TYPE F | 01487 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0890 | 0061 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0910 | 0062 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$2,950.000 |
EACH | 0.0 |
| 0930 | 0063 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0940 | 0064 | DROP BOX INLET TYPE 5B | 01505 | 12.000 |
12.000 |
$3,550.000 |
EACH | 0.3 |
| 0980 | 0065 | DROP BOX INLET TYPE 11 | 01544 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 0830 | 0066 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 1030 | 0067 | MANHOLE TYPE A | 01756 | 2.000 |
2.000 |
$2,150.000 |
EACH | 0.0 |
| 1060 | 0068 | MANHOLE TYPE C MODIFIED | 01768 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 1040 | 0069 | MANHOLE TYPE C | 01767 | 3.000 |
3.000 |
$3,500.000 |
EACH | 0.1 |
| 2110 | 0070 | SEEDING AND PROTECTION | 05985M | 106,666.000 |
106,666.000 |
$0.350 |
SQ M | 0.2 |
| 2130 | 0071 | SPECIAL SEEDING CROWN VETCH | 05989M | 10,189.000 |
10,189.000 |
$0.350 |
SQ M | 0.0 |
| 2080 | 0072 | TOPDRESSING FERTILIZER | 05966M | 14.600 |
14.600 |
$340.000 |
MTON | 0.0 |
| 2070 | 0073 | EROSION CONTROL BLANKET | 05950M | 23,786.000 |
23,786.000 |
$1.410 |
SQ M | 0.2 |
| 1870 | 0074 | SILT TRAP TYPE B | 02704 | 1.000 |
11.000 |
$400.000 |
EACH | 0.0 |
| 1920 | 0075 | CLEAN SILT TRAP TYPE B | 02707 | 3.000 |
3.000 |
$125.000 |
EACH | 0.0 |
| 1900 | 0076 | SILT CHECK | 02705 | 148.000 |
218.000 |
$100.000 |
EACH | 0.1 |
| 1940 | 0077 | CLEAN SILT CHECK | 02708 | 444.000 |
444.000 |
$35.000 |
EACH | 0.1 |
| 1840 | 0078 | TEMPORARY SILT FENCE | 02701M | 225.000 |
1,725.000 |
$6.550 |
M | 0.0 |
| 1960 | 0079 | CLEAN TEMPORARY SILT FENCE | 02709M | 675.000 |
675.000 |
$2.150 |
M | 0.0 |
| 2510 | 0080 | SILT CHECK TY II (MOD) | 09277 | 14.000 |
14.000 |
$200.000 |
EACH | 0.0 |
| 2530 | 0081 | CLEAN SILT CHECK TY II (MOD) | 09278 | 42.000 |
42.000 |
$50.000 |
EACH | 0.0 |
| 1630 | 0082 | CHANNEL LINING CLASS II | 02483M | 924.000 |
924.000 |
$24.800 |
MTON | 0.1 |
| 1660 | 0083 | CHANNEL LINING CLASS III | 02484M | 170.000 |
170.000 |
$26.450 |
MTON | 0.0 |
| 1730 | 0084 | FABRIC-GEOTEXTILE TYPE III | 02598M | 10,800.000 |
10,800.000 |
$1.500 |
SQ M | 0.1 |
| 1610 | 0085 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 39.000 |
39.000 |
$65.000 |
EACH | 0.0 |
| 1390 | 0086 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 2,567.800 |
2,567.800 |
$13.790 |
M | 0.2 |
| 1410 | 0087 | FENCE-WOVEN WIRE TYPE 2 | 02263M | 316.300 |
316.300 |
$18.390 |
M | 0.0 |
| 1430 | 0088 | SINGLE VEHICULAR WOVEN WIRE GATE | 02288 | 3.000 |
3.000 |
$675.000 |
EACH | 0.0 |
| 1440 | 0089 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | 3.000 |
3.000 |
$995.000 |
EACH | 0.0 |
| 1100 | 0090 | STANDARD CURB AND GUTTER MOD TYPE A | 01811M | 143.000 |
143.000 |
$71.350 |
M | 0.1 |
| 1110 | 0091 | STANDARD CURB AND GUTTER MOD TYPE B | 01811M | 123.800 |
123.800 |
$71.350 |
M | 0.1 |
| 1120 | 0092 | STANDARD CURB AND GUTTER MOD TYPE C | 01811M | 406.900 |
406.900 |
$71.350 |
M | 0.2 |
| 1130 | 0093 | STANDARD CURB AND GUTTER MOD TYPE D | 01811M | 146.000 |
146.000 |
$68.100 |
M | 0.1 |
| 1180 | 0094 | STANDARD HEADER CURB | 01875M | 216.500 |
216.500 |
$49.200 |
M | 0.1 |
| 1150 | 0095 | ISLAND CURB AND GUTTER | 01825M | 27.500 |
27.500 |
$39.500 |
M | 0.0 |
| 1970 | 0096 | SIDEWALK-100 MM CONCRETE | 02720M | 234.150 |
234.150 |
$19.750 |
SQ M | 0.0 |
| 1290 | 0097 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 201.800 |
201.800 |
$65.750 |
SQ M | 0.1 |
| 1250 | 0098 | JPC PAVEMENT-150 MM | 02075M | 113.200 |
113.200 |
$59.800 |
SQ M | 0.0 |
| 0040 | 0099 | CRUSHED STONE BASE | 00003M | 46,916.900 |
46,916.900 |
$15.710 |
MTON | 4.5 |
| 0020 | 0100 | D G A BASE JES | 00001M | 5,230.900 |
5,230.900 |
$19.010 |
MTON | 0.6 |
| 0080 | 0101 | TRAFFIC BOUND BASE | 00020M | 1,000.000 |
3,500.000 |
$17.640 |
MTON | 0.1 |
| 0300 | 0102 | ASPHALT CURING SEAL JES | 00358M | 75.300 |
75.300 |
$292.130 |
MTON | 0.1 |
| 0220 | 0103 | EMULSIFIED ASPHALT RS-2 JES | 00291M | 33.400 |
33.400 |
$374.900 |
MTON | 0.1 |
| 0110 | 0104 | ASPHALT SEAL AGGREGATE | 00100M | 279.900 |
279.900 |
$55.120 |
MTON | 0.1 |
| 0050 | 0105 | DRAINAGE BLANKET-TYPE II-ASPH JES | 00018M | 21,919.600 |
21,919.600 |
$30.590 |
MTON | 4.1 |
| 1860 | 0106 | SAND FOR BLOTTER | 02702M | 167.300 |
167.300 |
$25.360 |
MTON | 0.0 |
| 0210 | 0107 | CL1 ASPH BASE 19.0D PG64-22 JES | 00220M | 2,195.400 |
2,518.010 |
$39.790 |
MTON | 0.5 |
| 0130 | 0108 | CL3 ASPH BASE 37.5D PG64-22 JES | 00205M | 19,566.300 |
18,566.205 |
$36.820 |
MTON | 4.4 |
| 0150 | 0109 | CL2 ASPH BASE 25.0D PG64-22 JES | 00212M | 3,812.400 |
3,812.400 |
$37.420 |
MTON | 0.9 |
| 0160 | 0110 | CL3 ASPH BASE 25.0D PG64-22 JES | 00214M | 12,865.900 |
12,865.900 |
$36.820 |
MTON | 2.9 |
| 0190 | 0111 | CL3 ASPH BASE 25.0D PG70-22 JES | 00215M | 12,712.200 |
10,587.357 |
$41.720 |
MTON | 3.2 |
| 0250 | 0112 | CL1 ASPH SURF 9.50D PG64-22 JES | 00300M | 709.500 |
709.500 |
$48.500 |
MTON | 0.2 |
| 0270 | 0113 | CL2 ASPH SURF 12.5D PG64-22 JES | 00309M | 1,914.700 |
1,914.700 |
$41.560 |
MTON | 0.5 |
| 0280 | 0114 | CL3 ASPH SURF 12.5A PG70-22 JES | 00331M | 6,193.500 |
6,193.500 |
$51.150 |
MTON | 1.9 |
| 1670 | 0115 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$66,600.000 |
LS | 0.4 |
| 2000 | 0116 | STAKING | 02726 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.4 |
| 1780 | 0117 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$147,895.000 |
LS | 0.9 |
| 1800 | 0118 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$22,515.000 |
LS | 0.1 |
| 8004 | 8004 | COST PLUS WORK Drainage Pipe | 10080NS | 0.000 |
1.000 |
$5,084.670 |
LS | 0.0 |
| 8005 | 8005 | EW~ Signalization Time Clock | 10090NX | 0.000 |
1.000 |
$545.000 |
LS | 0.0 |
| 8007 | 8007 | SAFELOADING | 02690M | 0.000 |
50.000 |
$180.000 |
CU M | 0.0 |
| 8008 | 8008 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
100.000 |
$7.050 |
EACH | 0.0 |
| 8009 | 8009 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
465.000 |
$8.000 |
EACH | 0.0 |
| 8010 | 8010 | TEMP SEEDING AND PROTECTION | 05953M | 0.000 |
18,016.000 |
$0.310 |
SQ M | 0.0 |
| 9031 | 8031 | RELOCATE SERVICE WATER LINE | 09220M02 | 0.000 |
1.000 |
$875.000 |
EACH | 0.0 |
| 9032 | 8032 | WATER-FILLED BARRIERS RENTAL | 02005M | 0.000 |
420.000 |
$17.820 |
M | 0.0 |
| 9033 | 8033 | WATER-FILLED BARRIERS Install | 02005M | 0.000 |
1.000 |
$861.300 |
M | 0.0 |
| 8034 | 8034 | TUBULAR MARKERS | 03225 | 0.000 |
20.000 |
$65.000 |
EACH | 0.0 |
| 8035 | 8035 | ASPHALT PLACEMENT WITH MTV | 00338M | 0.000 |
12,993.500 |
$1.550 |
MTON | 0.0 |
| 8038 | 8038 | EW~ Early Signal Installation | 10090NX | 0.000 |
1.000 |
$7,065.000 |
LS | 0.0 |
| 8044 | 8044 | EW~ Mowing | 10090NX | 0.000 |
1.000 |
$4,560.000 |
LS | 0.0 |
| 8058 | 8058 | FENCE-TEMPORARY | 02259M | 0.000 |
131.500 |
$12.750 |
M | 0.0 |
| 8059 | 8061 | SBM ALUM SHEET SIGNS 2 MM | 06406M | 0.000 |
11.710 |
$136.600 |
SQ M | 0.0 |
| 8062 | 8062 | SBM ALUM SHEET SIGNS 3 MM | 06407M | 0.000 |
5.720 |
$203.500 |
SQ M | 0.0 |
| 8063 | 8063 | STEEL POST TYPE 2 | 06411M | 0.000 |
165.000 |
$20.500 |
M | 0.0 |
| 8065 | 8065 | LEVELING & WEDGING PG64-22 JES | 00190M | 0.000 |
600.000 |
$41.560 |
MTON | 0.0 |
| 8067 | 8067 | BORROW EXCAVATION Jessamine County | 02210M | 0.000 |
11,250.000 |
$13.060 |
CU M | 0.0 |
| 8069 | 8069 | FUEL ADJUSTMENT JESSAMINE | 10020NS | 0.000 |
-0.001 |
$1.000 |
DOLL | 0.0 |
| 8070 | 8070 | ASPHALT ADJUSTMENT JESSAMINE CO | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8073 | 8073 | EW~ Regrade Frontage at Dogwood Trace | 10090NX | 0.000 |
1.000 |
$5,816.100 |
LS | 0.0 |
| 8074 | 8074 | EW~ Sinkhole Repair | 10090NX | 0.000 |
1.000 |
$3,253.340 |
LS | 0.0 |
| 8071 | 8075 | RIDE QUALITY ADJUSTMENT ASPH JESSIMINE | 10005NS | 0.000 |
16,888.860 |
$1.000 |
DOLL | 0.0 |
| 8080 | 8080 | LOT PAY ADJUSTMENT JESSAMINE | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $7,030,437.20 |
| SM- Project | X057006805001 | CATEGORY NUMBER | 0002 | CATEGORY Description | MOB / DEMOB LN 1 | JESSAMINE CO ROADWAY |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE |