|
Item List 030065 |
Date:09/25/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030065 | Primary Project Number | X115015005001 |
| Contract Description | SPRINGFIELD-DANVILLE ROAD (US150) | ||
| Primary County | WASHINGTON | Federal/State Number | FD04 115 0150(019-022&000-002) |
| Vendor ID | 02616 | Vendor Name | HI-VIEW LLC |
| Bid Amount | $ 6,870,091.25 | ||
| SM- Project | X011015005001 |
| Fed/State Number | FD04 011 0150 000-002 |
| Project Description | SPRINGFIELD-DANVILLE ROAD (US150) |
| *********** |
| SM- Project | X011015005001 | CATEGORY NUMBER | 0004 | CATEGORY Description | ROADWAY | BOYLE CO / CPES SUBSECTION D |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1250 | 0104 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 262.000 |
262.000 |
$40.000 |
CU M | 0.2 |
| 1300 | 0105 | CONCRETE-CLASS A | 08100M | 597.300 |
597.300 |
$304.000 |
CU M | 2.6 |
| 1340 | 0106 | STEEL REINFORCEMENT | 08150M | 78,056.000 |
78,056.000 |
$1.160 |
KG | 1.3 |
| 1280 | 0107 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$17,000.000 |
LS | 0.2 |
| 0560 | 0108 | ROADWAY EXCAVATION | 02200M | 293,720.000 |
293,720.000 |
$2.370 |
CU M | 10.1 |
| 0590 | 0109 | WATER | 02242M | 1,000.000 |
1,000.000 |
$1.000 |
CU M | 0.0 |
| 1290 | 0110 | CONCRETE-CLASS A | 08100M | 25.890 |
25.890 |
$700.000 |
CU M | 0.3 |
| 1330 | 0111 | STEEL REINFORCEMENT | 08150M | 1,459.600 |
1,459.600 |
$2.000 |
KG | 0.0 |
| 0600 | 0112 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,701.700 |
797.900 |
$31.000 |
M | 0.8 |
| 0630 | 0113 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 11.000 |
11.000 |
$30.000 |
EACH | 0.0 |
| 0660 | 0114 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0690 | 0115 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,400.000 |
EACH | 0.1 |
| 0670 | 0116 | REMOVE GUARDRAIL | 02381M | 11.300 |
11.300 |
$10.000 |
M | 0.0 |
| 0710 | 0117 | REMOVE GUARDRAIL TERMINAL SECT | 02395 | 4.000 |
4.000 |
$10.000 |
EACH | 0.0 |
| 1140 | 0118 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 652.000 |
652.000 |
$0.290 |
M | 0.0 |
| 1150 | 0119 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 20,544.000 |
20,544.000 |
$0.290 |
M | 0.1 |
| 1170 | 0120 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 500.000 |
500.000 |
$8.000 |
M | 0.1 |
| 1200 | 0121 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 500.000 |
500.000 |
$8.000 |
M | 0.1 |
| 1220 | 0122 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 55.000 |
55.000 |
$3.500 |
EACH | 0.0 |
| 1240 | 0123 | PAVEMENT MARKER TYPE V-BY | 06591 | 471.000 |
471.000 |
$16.000 |
EACH | 0.1 |
| 0810 | 0124 | SIGNS | 02562M | 23.000 |
23.000 |
$65.000 |
SQ M | 0.0 |
| 0880 | 0125 | LANE CLOSURE | 02653 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 0520 | 0126 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0540 | 0127 | REMOVE PAVEMENT | 02091M | 531.000 |
531.000 |
$2.000 |
SQ M | 0.0 |
| 0210 | 0128 | CULVERT PIPE-450 MM | 00462M | 132.000 |
132.000 |
$108.000 |
M | 0.2 |
| 0220 | 0129 | CULVERT PIPE-600 MM | 00464M | 62.000 |
62.000 |
$126.000 |
M | 0.1 |
| 0240 | 0130 | CULVERT PIPE-750 MM | 00466M | 48.000 |
48.000 |
$150.000 |
M | 0.1 |
| 0270 | 0131 | CULVERT PIPE-900 MM | 00468M | 61.000 |
61.000 |
$175.000 |
M | 0.2 |
| 0280 | 0132 | CULVERT PIPE-1050 MM | 00469M | 75.000 |
75.000 |
$235.000 |
M | 0.3 |
| 0310 | 0133 | CULVERT PIPE-1500 MM | 00472M | 69.000 |
69.000 |
$320.000 |
M | 0.3 |
| 0160 | 0134 | ENTRANCE PIPE-375 MM | 00440M | 96.000 |
96.000 |
$70.000 |
M | 0.1 |
| 0180 | 0135 | ENTRANCE PIPE-450 MM | 00441M | 41.000 |
41.000 |
$75.000 |
M | 0.0 |
| 0340 | 0136 | PERFORATED PIPE-100 MM | 01000M | 157.000 |
157.000 |
$30.000 |
M | 0.1 |
| 0370 | 0137 | NON-PERFORATED PIPE-100 MM | 01010M | 24.000 |
24.000 |
$30.000 |
M | 0.0 |
| 0390 | 0138 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 4.000 |
4.000 |
$325.000 |
EACH | 0.0 |
| 0410 | 0139 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0430 | 0140 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0490 | 0141 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
| 0450 | 0142 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.1 |
| 1100 | 0143 | SEEDING AND PROTECTION | 05985M | 150,138.000 |
150,138.000 |
$0.290 |
SQ M | 0.6 |
| 1050 | 0144 | TEMP SEEDING AND PROTECTION | 05953M | 15,326.800 |
15,326.800 |
$0.180 |
SQ M | 0.0 |
| 1110 | 0145 | SPECIAL SEEDING CROWN VETCH | 05989M | 55,030.000 |
0.000 |
$0.220 |
SQ M | 0.2 |
| 1080 | 0146 | TOPDRESSING FERTILIZER | 05966M | 9.600 |
9.600 |
$400.000 |
MTON | 0.1 |
| 0930 | 0147 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$250.000 |
EACH | 0.0 |
| 0970 | 0148 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$75.000 |
EACH | 0.0 |
| 0950 | 0149 | SILT CHECK | 02705 | 37.000 |
37.000 |
$75.000 |
EACH | 0.0 |
| 0980 | 0150 | CLEAN SILT CHECK | 02708 | 94.000 |
94.000 |
$30.000 |
EACH | 0.0 |
| 0910 | 0151 | TEMPORARY SILT FENCE | 02701M | 618.000 |
618.000 |
$3.000 |
M | 0.0 |
| 1010 | 0152 | CLEAN TEMPORARY SILT FENCE | 02709M | 681.000 |
681.000 |
$1.000 |
M | 0.0 |
| 0750 | 0153 | CHANNEL LINING CLASS II | 02483M | 1,276.000 |
1,276.000 |
$15.000 |
MTON | 0.3 |
| 0770 | 0154 | CHANNEL LINING CLASS III | 02484M | 1,434.200 |
1,434.200 |
$17.000 |
MTON | 0.4 |
| 0720 | 0155 | R/W MARKER RURAL TYPE 1 | 02434 | 113.000 |
113.000 |
$60.000 |
EACH | 0.1 |
| 0830 | 0156 | EDGE KEY MODIFIED | 02585M | 21.200 |
21.200 |
$8.000 |
M | 0.0 |
| 0010 | 0157 | D G A BASE | 00001M | 26,964.000 |
38,664.000 |
$11.050 |
MTON | 4.3 |
| 0100 | 0158 | EMULSIFIED ASPHALT RS-2 | 00291M | 18.000 |
18.000 |
$300.000 |
MTON | 0.1 |
| 0030 | 0159 | ASPHALT SEAL AGGREGATE | 00100M | 151.000 |
151.000 |
$30.000 |
MTON | 0.1 |
| 0060 | 0160 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 3,667.000 |
3,667.000 |
$34.970 |
MTON | 1.9 |
| 0070 | 0161 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 9,937.000 |
6,583.000 |
$32.810 |
MTON | 4.7 |
| 0120 | 0162 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 1,385.000 |
1,385.000 |
$44.610 |
MTON | 0.9 |
| 0130 | 0163 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 2,448.000 |
1,243.000 |
$39.560 |
MTON | 1.4 |
| 0780 | 0164 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 1020 | 0165 | STAKING | 02726 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0850 | 0166 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8006 | 8006 | STEEL ENCASEMENT PIPE-100 MM | 01061M | 0.000 |
60.000 |
$114.800 |
M | 0.0 |
| 8007 | 8007 | SERICEA LESPEDEZA | 92533MN | 0.000 |
55,030.000 |
$0.220 |
SQ M | 0.0 |
| 8008 | 8008 | CL2 ASPH BASE 19.0D PG76-22 | 20562MS400 | 0.000 |
3,354.000 |
$39.660 |
MTON | 0.0 |
| 8009 | 8009 | CL2 ASPH SURF 9.50D PG76-22 | 00340M | 0.000 |
1,205.000 |
$47.550 |
MTON | 0.0 |
| 8010 | 8010 | EW~ Remove and Reset Slope Box Inlet | 10094NX | 0.000 |
2.000 |
$900.000 |
EACH | 0.0 |
| 8011 | 8011 | REMOVE AND RELAY PIPE 450 mm Culver pipe | 01312M | 0.000 |
15.000 |
$94.500 |
M | 0.0 |
| 8012 | 8012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 0.000 |
9,693.350 |
$1.000 |
M | 0.0 |
Category Total $2,278,928.13 |
| SM- Project | X011015005001 | CATEGORY NUMBER | 0014 | CATEGORY Description | MOB / DEMOB | FOR CPES SUBSECTION D |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1670 | 0200 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$55,514.690 |
LS | 0.8 |
| 1680 | 0201 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$33,699.253 |
LS | 0.5 |
Category Total $89,213.94 |
| SM- Project | X115015005001 |
| Fed/State Number | FD04 115 0150 019-022 |
| Project Description | SPRINGFIELD-DANVILLE ROAD (US150) |
| *********** |
| SM- Project | X115015005001 | 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 |
| 1260 | 0001 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 10.000 |
10.000 |
$40.000 |
CU M | 0.0 |
| 1310 | 0002 | CONCRETE-CLASS A CULVERT | 08100M | 57.700 |
57.700 |
$304.000 |
CU M | 0.3 |
| 1350 | 0003 | STEEL REINFORCEMENT CULVERT | 08150M | 3,207.000 |
3,207.000 |
$1.160 |
KG | 0.1 |
| 1270 | 0004 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$7,700.000 |
LS | 0.1 |
| 0550 | 0005 | ROADWAY EXCAVATION | 02200M | 557,724.000 |
557,724.000 |
$2.370 |
CU M | 19.2 |
| 0570 | 0006 | GRANULAR EMBANKMENT | 02223M | 7,400.000 |
8,428.000 |
$22.000 |
CU M | 2.4 |
| 0580 | 0007 | WATER | 02242M | 1,000.000 |
1,000.000 |
$1.000 |
CU M | 0.0 |
| 1320 | 0008 | CONCRETE-CLASS A ROADWAY | 08100M | 62.910 |
62.910 |
$700.000 |
CU M | 0.6 |
| 1360 | 0009 | STEEL REINFORCEMENT ROADWAY | 08150M | 2,592.300 |
2,592.300 |
$2.000 |
KG | 0.1 |
| 0610 | 0010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 4,546.300 |
3,646.300 |
$31.000 |
M | 2.1 |
| 0620 | 0011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 19.000 |
19.000 |
$30.000 |
EACH | 0.0 |
| 0650 | 0012 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 6.000 |
6.000 |
$600.000 |
EACH | 0.1 |
| 0700 | 0013 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 7.000 |
7.000 |
$1,400.000 |
EACH | 0.1 |
| 0640 | 0014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 0680 | 0015 | REMOVE GUARDRAIL | 02381M | 122.000 |
122.000 |
$10.000 |
M | 0.0 |
| 1130 | 0016 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 2,510.000 |
2,510.000 |
$0.290 |
M | 0.0 |
| 1160 | 0017 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 23,124.000 |
23,124.000 |
$0.290 |
M | 0.1 |
| 1180 | 0018 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 500.000 |
500.000 |
$8.000 |
M | 0.1 |
| 1190 | 0019 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 500.000 |
500.000 |
$8.000 |
M | 0.1 |
| 1210 | 0020 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 211.000 |
211.000 |
$3.500 |
EACH | 0.0 |
| 1230 | 0021 | PAVEMENT MARKER TYPE V-BY | 06591 | 442.000 |
442.000 |
$16.000 |
EACH | 0.1 |
| 0800 | 0022 | SIGNS | 02562M | 25.000 |
25.000 |
$65.000 |
SQ M | 0.0 |
| 0890 | 0023 | LANE CLOSURE | 02653 | 5.000 |
5.000 |
$200.000 |
EACH | 0.0 |
| 0510 | 0024 | BARRICADE-TYPE III | 02014 | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 0840 | 0025 | REMOVE HEADWALL | 02625 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 0530 | 0026 | REMOVE PAVEMENT | 02091M | 2,355.000 |
2,355.000 |
$2.000 |
SQ M | 0.1 |
| 0200 | 0027 | CULVERT PIPE-450 MM | 00462M | 346.900 |
346.900 |
$108.000 |
M | 0.5 |
| 0230 | 0028 | CULVERT PIPE-600 MM | 00464M | 139.500 |
139.500 |
$126.000 |
M | 0.3 |
| 0250 | 0029 | CULVERT PIPE-750 MM | 00466M | 290.500 |
290.500 |
$150.000 |
M | 0.6 |
| 0260 | 0030 | CULVERT PIPE-900 MM | 00468M | 99.500 |
99.500 |
$175.000 |
M | 0.3 |
| 0290 | 0031 | CULVERT PIPE-1050 MM | 00469M | 15.000 |
15.000 |
$235.000 |
M | 0.1 |
| 0300 | 0032 | CULVERT PIPE-1350 MM | 00471M | 368.000 |
368.000 |
$284.000 |
M | 1.5 |
| 0320 | 0033 | STORM SEWER PIPE-450 MM | 00522M | 57.000 |
57.000 |
$98.000 |
M | 0.1 |
| 0330 | 0034 | STORM SEWER PIPE-600 MM | 00524M | 15.000 |
15.000 |
$115.000 |
M | 0.0 |
| 0150 | 0035 | ENTRANCE PIPE-375 MM | 00440M | 125.000 |
125.000 |
$70.000 |
M | 0.1 |
| 0170 | 0036 | ENTRANCE PIPE-450 MM | 00441M | 18.000 |
18.000 |
$75.000 |
M | 0.0 |
| 0190 | 0037 | ENTRANCE PIPE-600 MM | 00443M | 32.500 |
32.500 |
$94.000 |
M | 0.0 |
| 0350 | 0038 | PERFORATED PIPE-100 MM | 01000M | 260.000 |
260.000 |
$30.000 |
M | 0.1 |
| 0360 | 0039 | NON-PERFORATED PIPE-100 MM | 01010M | 39.000 |
39.000 |
$30.000 |
M | 0.0 |
| 0380 | 0040 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 6.000 |
6.000 |
$325.000 |
EACH | 0.0 |
| 0400 | 0041 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 4.000 |
4.000 |
$350.000 |
EACH | 0.0 |
| 0420 | 0042 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 3.000 |
3.000 |
$350.000 |
EACH | 0.0 |
| 0480 | 0043 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
7.000 |
$2,800.000 |
EACH | 0.3 |
| 0440 | 0044 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.1 |
| 0460 | 0045 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 3.000 |
3.000 |
$2,000.000 |
EACH | 0.1 |
| 0470 | 0046 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.1 |
| 0500 | 0047 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 1090 | 0048 | SEEDING AND PROTECTION | 05985M | 242,872.000 |
242,872.000 |
$0.290 |
SQ M | 1.0 |
| 1060 | 0049 | TEMP SEEDING AND PROTECTION | 05953M | 24,352.200 |
24,352.200 |
$0.180 |
SQ M | 0.1 |
| 1120 | 0050 | SPECIAL SEEDING CROWN VETCH | 05989M | 77,124.000 |
0.000 |
$0.220 |
SQ M | 0.2 |
| 1070 | 0051 | TOPDRESSING FERTILIZER | 05966M | 14.500 |
14.500 |
$400.000 |
MTON | 0.1 |
| 0920 | 0052 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$250.000 |
EACH | 0.0 |
| 0960 | 0053 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$75.000 |
EACH | 0.0 |
| 0940 | 0054 | SILT CHECK | 02705 | 54.000 |
54.000 |
$75.000 |
EACH | 0.1 |
| 0990 | 0055 | CLEAN SILT CHECK | 02708 | 108.000 |
108.000 |
$30.000 |
EACH | 0.0 |
| 0900 | 0056 | TEMPORARY SILT FENCE | 02701M | 2,251.000 |
2,251.000 |
$3.000 |
M | 0.1 |
| 1000 | 0057 | CLEAN TEMPORARY SILT FENCE | 02709M | 2,251.000 |
2,251.000 |
$1.000 |
M | 0.0 |
| 0740 | 0058 | CHANNEL LINING CLASS II | 02483M | 1,966.000 |
1,966.000 |
$15.000 |
MTON | 0.4 |
| 0760 | 0059 | CHANNEL LINING CLASS III | 02484M | 2,966.700 |
2,966.700 |
$17.000 |
MTON | 0.7 |
| 0730 | 0060 | R/W MARKER RURAL TYPE 1 | 02434 | 133.000 |
133.000 |
$60.000 |
EACH | 0.1 |
| 0820 | 0061 | EDGE KEY MODIFIED | 02585M | 45.500 |
45.500 |
$8.000 |
M | 0.0 |
| 0020 | 0062 | D G A BASE | 00001M | 56,372.000 |
56,372.000 |
$11.050 |
MTON | 9.1 |
| 0090 | 0063 | EMULSIFIED ASPHALT RS-2 | 00291M | 21.000 |
21.000 |
$300.000 |
MTON | 0.1 |
| 0040 | 0064 | ASPHALT SEAL AGGREGATE | 00100M | 169.000 |
169.000 |
$30.000 |
MTON | 0.1 |
| 0050 | 0065 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 6,279.000 |
6,279.000 |
$34.970 |
MTON | 3.2 |
| 0080 | 0066 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 13,768.000 |
9,073.000 |
$32.810 |
MTON | 6.6 |
| 0110 | 0067 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 2,602.000 |
2,602.000 |
$44.610 |
MTON | 1.7 |
| 0140 | 0068 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 2,648.000 |
901.000 |
$39.560 |
MTON | 1.5 |
| 0790 |