|
Item List 020719 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020719 | Primary Project Number | X098011905001 |
| Contract Description | PIKEVILLE-SOUTH WILLIAMSON ROAD (US119) | ||
| Primary County | PIKE | Federal/State Number | APD 119-2 (71) |
| Vendor ID | 00272 | Vendor Name | MOUNTAIN ENTERPRISES INCORPORATED |
| Bid Amount | $ 12,584,187.05 | ||
| SM- Project | X098011905001 |
| Fed/State Number | APD 119-2 (71) |
| Project Description | PIKEVILLE-SOUTH WILLIAMSON ROAD (US119) |
| *********** |
| SM- Project | X098011905001 | 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 |
| 0240 | 0001 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 5,349.240 |
5,349.240 |
$37.800 |
M | 1.6 |
| 0250 | 0002 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | 335.280 |
335.280 |
$57.500 |
M | 0.2 |
| 0260 | 0003 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
9.000 |
$45.000 |
EACH | 0.0 |
| 0290 | 0004 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 0300 | 0005 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 20.000 |
20.000 |
$550.000 |
EACH | 0.1 |
| 0310 | 0006 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0330 | 0007 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
6.000 |
$1,650.000 |
EACH | 0.1 |
| 0270 | 0008 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 20.000 |
0.000 |
$600.000 |
EACH | 0.1 |
| 0320 | 0009 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 7.000 |
7.000 |
$300.000 |
EACH | 0.0 |
| 0280 | 0010 | CRASH CUSHION TYPE IX-A | 02365 | 8.000 |
8.000 |
$4,750.000 |
EACH | 0.3 |
| 0430 | 0011 | PAVE STRIPING-THERMO-150 MM W | 06542M | 33,965.000 |
33,965.000 |
$2.050 |
M | 0.6 |
| 0440 | 0012 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 27,775.000 |
27,775.000 |
$2.050 |
M | 0.5 |
| 0450 | 0013 | PAVE STRIPING-THERMO-300 MM W | 06546M | 850.000 |
850.000 |
$4.900 |
M | 0.0 |
| 0460 | 0014 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 41.000 |
41.000 |
$13.150 |
M | 0.0 |
| 0470 | 0015 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 93.000 |
93.000 |
$38.500 |
SQ M | 0.0 |
| 0480 | 0016 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 13.000 |
13.000 |
$175.000 |
EACH | 0.0 |
| 0490 | 0017 | PAVE MARKING-PREF THERMO ONLY | 06576 | 6.000 |
6.000 |
$195.000 |
EACH | 0.0 |
| 0500 | 0018 | PAVEMENT MARKER TYPE V-MW | 06589 | 10.000 |
10.000 |
$32.500 |
EACH | 0.0 |
| 0510 | 0019 | PAVEMENT MARKER TYPE V-BY | 06591 | 324.000 |
324.000 |
$32.500 |
EACH | 0.1 |
| 0520 | 0020 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,028.000 |
1,028.000 |
$32.500 |
EACH | 0.3 |
| 0530 | 0021 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 137.000 |
137.000 |
$32.500 |
EACH | 0.0 |
| 0410 | 0022 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 0350 | 0023 | SIGNS | 02562M | 34.000 |
44.000 |
$125.000 |
SQ M | 0.0 |
| 0110 | 0024 | ENTRANCE PIPE-600 MM | 00443M | 81.700 |
81.700 |
$135.900 |
M | 0.1 |
| 0120 | 0025 | PERFORATED PIPE-100 MM | 01000M | 19,120.000 |
19,120.000 |
$14.760 |
M | 2.2 |
| 0130 | 0026 | NON-PERFORATED PIPE-100 MM | 01010M | 840.000 |
840.000 |
$27.550 |
M | 0.2 |
| 0150 | 0027 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 21.000 |
21.000 |
$450.000 |
EACH | 0.1 |
| 0160 | 0028 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0170 | 0029 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 16.000 |
16.000 |
$450.000 |
EACH | 0.1 |
| 0180 | 0030 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 61.000 |
61.000 |
$450.000 |
EACH | 0.2 |
| 0190 | 0031 | CURB BOX INLET TYPE B-T | 01484 | 2.000 |
2.000 |
$2,000.500 |
EACH | 0.0 |
| 0370 | 0032 | CLEAN SILT TRAP TYPE A | 02706 | 2.000 |
2.000 |
$75.000 |
EACH | 0.0 |
| 0380 | 0033 | CLEAN SILT TRAP TYPE B | 02707 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0390 | 0034 | CLEAN SILT CHECK | 02708 | 12.000 |
12.000 |
$75.000 |
EACH | 0.0 |
| 0400 | 0035 | CLEAN TEMPORARY SILT FENCE | 02709M | 300.000 |
300.000 |
$9.840 |
M | 0.0 |
| 0340 | 0036 | CHANNEL LINING CLASS II | 02483M | 295.000 |
9,295.000 |
$30.000 |
MTON | 0.1 |
| 0210 | 0037 | ISLAND INTEGRAL CURB | 01845M | 33.000 |
33.000 |
$72.180 |
M | 0.0 |
| 0200 | 0038 | LIP CURB AND GUTTER | 01820M | 580.000 |
580.000 |
$59.050 |
M | 0.3 |
| 0220 | 0039 | MOUNTABLE MEDIAN TYPE 6A | 01949M | 1,722.000 |
1,722.000 |
$56.200 |
SQ M | 0.8 |
| 0030 | 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 90.000 |
90.000 |
$80.000 |
MTON | 0.1 |
| 0010 | 0041 | D G A BASE | 00001M | 173,620.000 |
196,192.000 |
$19.980 |
MTON | 27.6 |
| 0080 | 0042 | EMULSIFIED ASPHALT RS-2 | 00291M | 116.000 |
116.000 |
$425.000 |
MTON | 0.4 |
| 0040 | 0043 | ASPHALT SEAL AGGREGATE | 00100M | 968.000 |
968.000 |
$60.750 |
MTON | 0.5 |
| 0020 | 0044 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 37,514.000 |
73,539.000 |
$36.140 |
MTON | 10.8 |
| 0230 | 0045 | RESHAPING AND COMPACTING | 02241M | 1,768.000 |
5,658.985 |
$10.000 |
M | 0.1 |
| 0050 | 0046 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | 41,967.000 |
72,698.000 |
$43.670 |
MTON | 14.6 |
| 0060 | 0047 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 21,812.000 |
0.000 |
$43.220 |
MTON | 7.5 |
| 0070 | 0048 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | 40,770.000 |
0.000 |
$44.540 |
MTON | 14.4 |
| 0090 | 0049 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | 7,690.000 |
0.000 |
$48.720 |
MTON | 3.0 |
| 0100 | 0050 | CL4 ASPH SURF 12.5A PG70-22 | 00334M | 14,036.000 |
0.000 |
$61.670 |
MTON | 6.9 |
| 0360 | 0051 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$120,000.000 |
LS | 1.0 |
| 0420 | 0052 | MAINTAIN SIGNAL OPERATION | 04936 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0140 | 0053 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 8000 | 8000 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | 0.000 |
0.000 |
$64.980 |
MTON | 0.0 |
| 8001 | 8001 | CL4 ASPH BASE 37.5D PG76-22 | 00210M | 0.000 |
40,770.000 |
$49.580 |
MTON | 0.0 |
| 8002 | 8002 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | 0.000 |
42,791.000 |
$42.740 |
MTON | 0.0 |
| 8003 | 8003 | ASPHALT WEDGE CURB | 01897M | 0.000 |
500.000 |
$24.750 |
M | 0.0 |
| 8005 | 8005 | FLUME INLET TYPE 2 | 01691 | 0.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 8006 | 8006 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | 0.000 |
7,690.000 |
$48.720 |
MTON | 0.0 |
| 8007 | 8007 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | 0.000 |
14,036.000 |
$64.980 |
MTON | 0.0 |
| 8008 | 8008 | MILLED RUMBLE STRIPS | 20314MD | 0.000 |
21,700.000 |
$0.800 |
M | 0.0 |
| 8009 | 8009 | ASPHALT PLACEMENT WITH MTV | 00338M | 0.000 |
54,900.000 |
$1.850 |
MTON | 0.0 |
| 8010 | 8010 | FINAL DRESSING CLASS B (Special) | 02601M | 0.000 |
1,990.015 |
$92.960 |
M | 0.0 |
| 8011 | 8011 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8012 | 8012 | FUEL ADJUSTMENT | 10020NS | 0.000 |
473,188.580 |
$1.000 |
DOLL | 0.0 |
| 8013 | 8013 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
240,401.390 |
$1.000 |
DOLL | 0.0 |
| 8014 | 8014 | CONCRETE BARRIER WALL TYPE 9T | 03171M | 0.000 |
77.000 |
$246.060 |
M | 0.0 |
| 8015 | 8015 | BARRICADE-TYPE III | 02014 | 0.000 |
10.000 |
$350.000 |
EACH | 0.0 |
| 8016 | 8016 | EW~ Barrels | 10094NX | 0.000 |
50.000 |
$65.000 |
EACH | 0.0 |
| 8017 | 8017 | LEVELING & WEDGING PG64-22 | 00190M | 0.000 |
2,000.000 |
$54.250 |
MTON | 0.0 |
| 8018 | 8018 | EW~ Reconstruct Drop Box Type 5B | 10094NX | 0.000 |
45.000 |
$1,925.000 |
EACH | 0.0 |
| 8019 | 8019 | CONCRETE-CLASS A | 08100M | 0.000 |
29.070 |
$814.150 |
CU M | 0.0 |
| 8020 | 8020 | STEEL REINFORCEMENT | 08150M | 0.000 |
218.828 |
$2.150 |
KG | 0.0 |
| 8021 | 8021 | CRASH CUSHION TYPE IX-A | 02365 | 0.000 |
2.000 |
$6,900.000 |
EACH | 0.0 |
| 8025 | 8025 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
73,510.270 |
$1.000 |
DOLL | 0.0 |
| 8026 | 8026 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
16,350.720 |
$1.000 |
DOLL | 0.0 |
| 8027 | 8027 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 0.000 |
7,621.951 |
$0.790 |
M | 0.0 |
| 8028 | 8028 | PAVE STRIPING REMOVAL-100 MM | 06530M | 0.000 |
783.231 |
$3.960 |
M | 0.0 |
| 8029 | 8029 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 0.000 |
20.000 |
$2,640.000 |
EACH | 0.0 |
| 8030 | 8030 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8031 | 8031 | LOT PAY ADJUSTMENT for CL3 Asph Surf 9.50D PG64-22 | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8032 | 8032 | LOT PAY ADJUSTMENT for CL3 Asphalt Base 37.5D PG64-22 | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8033 | 8033 | LOT PAY ADJUSTMENT for CL4 Asph Base 37.5D PG64-22 | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8034 | 8034 | LOT PAY ADJUSTMENT for CL4 Asph Base 37.5D PG76-22 | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $11,951,426.40 |
| SM- Project | X098011905001 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNING | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0550 | 0054 | GMSS GALV STEEL TYPE A | 06400M | 1,519.000 |
1,519.000 |
$2.500 |
KG | 0.0 |
| 0660 | 0055 | GMSS GALV STEEL TYPE B | 06440M | 8,719.000 |
8,719.000 |
$2.850 |
KG | 0.2 |
| 0670 | 0056 | GMSS GALV STEEL TYPE B | 06440M | 8,719.000 |
8,719.000 |
$0.000 |
KG | 0.0 |
| 0560 | 0057 | GMSS ALUMINUM | 06402M | 516.000 |
516.000 |
$0.000 |
KG | 0.0 |
| 0690 | 0058 | CLASS A CONCRETE FOR SIGNS | 06490M | 24.200 |
24.200 |
$585.000 |
CU M | 0.1 |
| 0570 | 0059 | SBM ALUMINUM PANEL SIGNS | 06405M | 203.000 |
203.000 |
$165.000 |
SQ M | 0.3 |
| 0580 | 0060 | SBM ALUM SHEET SIGNS 2 MM | 06406M | 41.400 |
41.400 |
$175.000 |
SQ M | 0.1 |
| 0590 | 0061 | SBM ALUM SHEET SIGNS 3 MM | 06407M | 67.400 |
67.400 |
$155.000 |
SQ M | 0.1 |
| 0600 | 0062 | SBM GALV STEEL PANEL SIGNS | 06408M | 203.000 |
203.000 |
$0.000 |
SQ M | 0.0 |
| 0610 | 0063 | SBM GALV STEEL SHT SIGNS 12 GA | 06409M | 108.800 |
108.800 |
$0.000 |
SQ M | 0.0 |
| 0620 | 0064 | STEEL POST TYPE 2 | 06411M | 850.000 |
850.000 |
$13.000 |
M | 0.1 |
| 0630 | 0065 | STEEL POST MILE MARKERS | 06412 | 12.000 |
12.000 |
$125.000 |
EACH | 0.0 |
| 0680 | 0066 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | 1.000 |
1.000 |
$4,400.000 |
EACH | 0.0 |
| 0640 | 0067 | FLEXIBLE DELINEATOR POST-W | 06417 | 500.000 |
500.000 |
$34.000 |
EACH | 0.1 |
| 0650 | 0068 | FLEXIBLE DELINEATOR POST-Y | 06418 | 200.000 |
200.000 |
$34.000 |
EACH | 0.1 |
| 0540 | 0069 | STAKING | 02726 | 1.000 |
1.000 |
$115,000.000 |
LS | 0.9 |
Category Total $249,740.65 |
| SM- Project | X098011905001 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOB / MOB | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0700 | 0070 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$200,000.000 |
LS | 1.6 |
| 0710 | 0071 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$183,019.998 |
LS | 1.5 |
Category Total $383,019.99 |
| SM- Project | X098011905001 | CATEGORY NUMBER | 0006 | CATEGORY Description | NON PARTICIPATING FUEL & ASPHALT ADJUSTMENTS |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8013 | 8022 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
27,670.810 |
$1.000 |
DOLL | 0.0 |
| 8012 | 8023 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
83,464.310 |
$1.000 |
DOLL | 0.0 |
| 8011 | 8024 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
4,338.340 |
$1.000 |
DOLL | 0.0 |
| 8035 | 8035 | STEEL PRICE ADJUSTMENT for guardrail | 10100NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8036 | 8036 | REPLACE GRATE | 09318E03 | 0.000 |
0.000 |
$365.000 |
EACH | 0.0 |
Category Total $0.00 |