|
Item List 010764 |
Date:06/01/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010764 | Primary Project Number | X005006805001 |
| Contract Description | GLASGOW OUTER LOOP (US68) | ||
| Primary County | BARREN | Federal/State Number | FD04 005 0068 010-013 |
| Vendor ID | 01116 | Vendor Name | LARRY GLASS CONSTRUCTION COMPANY INC |
| Bid Amount | $ 10,203,409.55 | ||
| SM- Project | X005006805001 |
| Fed/State Number | FD04 005 0068 010-013 |
| Project Description | GLASGOW OUTER LOOP (US68) |
| *********** |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | EAST BOUND STA 1777+61.80 / CPES SUBSECTION B |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1100 | 0110 | STRUCTURE GRANULAR BACKFILL | 02231M | 79.200 |
79.200 |
$39.000 |
CU M | 0.0 |
| 1180 | 0111 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 81.800 |
139.900 |
$150.000 |
CU M | 0.1 |
| 1140 | 0112 | MASONRY COATING | 02998M | 2,355.000 |
2,355.000 |
$6.500 |
SQ M | 0.2 |
| 1460 | 0113 | CONCRETE-CLASS A | 08100M | 466.100 |
466.100 |
$360.000 |
CU M | 1.6 |
| 1500 | 0114 | CONCRETE-CLASS AAA | 08105M | 631.700 |
0.000 |
$360.000 |
CU M | 2.2 |
| 1260 | 0115 | CYCLOPEAN STONE RIP RAP | 08019M | 354.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 1340 | 0116 | PILES-STEEL HP310X79 | 08046M | 39.000 |
39.000 |
$97.000 |
M | 0.0 |
| 1380 | 0117 | PILES-STEEL HP360X108 | 08050M | 73.000 |
73.000 |
$95.000 |
M | 0.1 |
| 1300 | 0118 | TEST PILES | 08033M | 18.000 |
18.000 |
$97.000 |
M | 0.0 |
| 1580 | 0119 | STEEL REINF-EPOXY COATED | 08151M | 91,796.000 |
91,796.000 |
$1.200 |
KG | 1.1 |
| 1540 | 0120 | STEEL REINFORCEMENT | 08150M | 49,370.000 |
49,370.000 |
$1.060 |
KG | 0.5 |
| 1680 | 0121 | PRECAST PC I BEAM TYPE 4 | 08634M | 748.300 |
748.300 |
$320.000 |
M | 2.3 |
| 1400 | 0122 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 1440 | 0123 | PILE POINTS-14 INCH | 08095 | 9.000 |
9.000 |
$90.000 |
EACH | 0.0 |
| 1620 | 0124 | STRUCTURAL STEEL (1777+61.80) EASTBOUND | 08160 | 1.000 |
1.000 |
$35,250.000 |
LS | 0.3 |
| 1220 | 0125 | FOUNDATION PREPARATION (1777+61.80) EASTBOUND | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 8072 | 8072 | CONCRETE-CLASS AAA | 08105M | 0.000 |
631.700 |
$381.000 |
CU M | 0.0 |
Category Total $893,270.86 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | WEST BOUND STAT 1777+61.80 / CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1110 | 0126 | STRUCTURE GRANULAR BACKFILL | 02231M | 79.200 |
79.200 |
$39.000 |
CU M | 0.0 |
| 1190 | 0127 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 81.800 |
239.200 |
$150.000 |
CU M | 0.1 |
| 1150 | 0128 | MASONRY COATING | 02998M | 2,344.000 |
2,344.000 |
$6.500 |
SQ M | 0.1 |
| 1470 | 0129 | CONCRETE-CLASS A | 08100M | 482.700 |
482.700 |
$360.000 |
CU M | 1.7 |
| 1510 | 0130 | CONCRETE-CLASS AAA | 08105M | 628.000 |
0.000 |
$360.000 |
CU M | 2.2 |
| 1270 | 0131 | CYCLOPEAN STONE RIP RAP | 08019M | 354.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 1360 | 0132 | PILES-STEEL HP310X79 | 08046M | 38.000 |
38.000 |
$97.000 |
M | 0.0 |
| 1390 | 0133 | PILES-STEEL HP360X108 | 08050M | 73.000 |
73.000 |
$95.000 |
M | 0.1 |
| 1310 | 0134 | TEST PILES | 08033M | 18.000 |
18.000 |
$97.000 |
M | 0.0 |
| 1590 | 0135 | STEEL REINF-EPOXY COATED | 08151M | 91,348.000 |
91,348.000 |
$1.200 |
KG | 1.1 |
| 1550 | 0136 | STEEL REINFORCEMENT | 08150M | 51,290.000 |
51,290.000 |
$1.060 |
KG | 0.5 |
| 1690 | 0137 | PRECAST PC I BEAM TYPE 4 | 08634M | 743.700 |
743.700 |
$320.000 |
M | 2.3 |
| 1410 | 0138 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 1450 | 0139 | PILE POINTS-14 INCH | 08095 | 9.000 |
9.000 |
$90.000 |
EACH | 0.0 |
| 1630 | 0140 | STRUCTURAL STEEL (1777+61.80) WESTBOUND | 08160 | 1.000 |
1.000 |
$35,250.000 |
LS | 0.3 |
| 1230 | 0141 | FOUNDATION PREPARATION (1777+61.80)WESTBOUND | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 8073 | 8073 | CONCRETE-CLASS AAA | 08105M | 0.000 |
628.000 |
$381.000 |
CU M | 0.0 |
| 8082 | 8082 | MASS CONCRETE | 10040MS | 0.000 |
42.080 |
$166.480 |
CU M | 0.0 |
Category Total $897,771.96 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | EAST BOUND STA 1800+29.16 / CPES SUBSECTION D |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1130 | 0142 | STRUCTURE GRANULAR BACKFILL | 02231M | 263.100 |
263.100 |
$39.000 |
CU M | 0.1 |
| 1200 | 0143 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 96.800 |
297.500 |
$150.000 |
CU M | 0.1 |
| 1160 | 0144 | MASONRY COATING | 02998M | 1,514.000 |
1,514.000 |
$6.500 |
SQ M | 0.1 |
| 1480 | 0145 | CONCRETE-CLASS A | 08100M | 455.400 |
455.400 |
$360.000 |
CU M | 1.6 |
| 1520 | 0146 | CONCRETE-CLASS AAA | 08105M | 372.500 |
0.000 |
$360.000 |
CU M | 1.3 |
| 1280 | 0147 | CYCLOPEAN STONE RIP RAP | 08019M | 700.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 1370 | 0148 | PILES-STEEL HP310X79 | 08046M | 54.000 |
54.000 |
$97.000 |
M | 0.1 |
| 1320 | 0149 | TEST PILES | 08033M | 8.000 |
8.000 |
$97.000 |
M | 0.0 |
| 1600 | 0150 | STEEL REINF-EPOXY COATED | 08151M | 51,720.000 |
51,720.000 |
$1.200 |
KG | 0.6 |
| 1560 | 0151 | STEEL REINFORCEMENT | 08150M | 42,804.000 |
42,804.000 |
$1.060 |
KG | 0.4 |
| 1660 | 0152 | PRECAST PC I BEAM TYPE 3 | 08633M | 441.600 |
441.600 |
$305.000 |
M | 1.3 |
| 1420 | 0153 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 1640 | 0154 | STRUCTURAL STEEL (1800+29.16) EASTBOUND | 08160 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 1240 | 0155 | FOUNDATION PREPARATION (1800+29.16) EASTBOUND | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8074 | 8074 | CONCRETE-CLASS AAA | 08105M | 0.000 |
372.500 |
$381.000 |
CU M | 0.0 |
| 8083 | 8083 | MASS CONCRETE | 10040MS | 0.000 |
67.560 |
$166.480 |
CU M | 0.0 |
Category Total $616,802.14 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | WEST BOUND STA 1800+29.16 / CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1120 | 0156 | STRUCTURE GRANULAR BACKFILL | 02231M | 273.000 |
273.000 |
$39.000 |
CU M | 0.1 |
| 1210 | 0157 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 96.800 |
269.900 |
$150.000 |
CU M | 0.1 |
| 1170 | 0158 | MASONRY COATING | 02998M | 1,510.000 |
1,510.000 |
$6.500 |
SQ M | 0.1 |
| 1490 | 0159 | CONCRETE-CLASS A | 08100M | 476.300 |
476.300 |
$360.000 |
CU M | 1.7 |
| 1530 | 0160 | CONCRETE-CLASS AAA | 08105M | 371.400 |
0.000 |
$360.000 |
CU M | 1.3 |
| 1290 | 0161 | CYCLOPEAN STONE RIP RAP | 08019M | 700.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 1350 | 0162 | PILES-STEEL HP310X79 | 08046M | 69.000 |
69.000 |
$97.000 |
M | 0.1 |
| 1330 | 0163 | TEST PILES | 08033M | 10.000 |
10.000 |
$97.000 |
M | 0.0 |
| 1610 | 0164 | STEEL REINF-EPOXY COATED | 08151M | 51,538.000 |
51,538.000 |
$1.200 |
KG | 0.6 |
| 1570 | 0165 | STEEL REINFORCEMENT | 08150M | 41,674.000 |
41,674.000 |
$1.060 |
KG | 0.4 |
| 1670 | 0166 | PRECAST PC I BEAM TYPE 3 | 08633M | 440.100 |
440.100 |
$305.000 |
M | 1.3 |
| 1430 | 0167 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 1650 | 0168 | STRUCTURAL STEEL (1800+29.16) WESTBOUND | 08160 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 1250 | 0169 | FOUNDATION PREPARATION (1800+29.16) WESTBOUND | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8075 | 8075 | CONCRETE-CLASS AAA | 08105M | 0.000 |
371.400 |
$381.000 |
CU M | 0.0 |
Category Total $624,065.54 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION F |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1770 | 0170 | STEEL STRAIN POLE | 04880 | 8.000 |
8.000 |
$4,000.000 |
EACH | 0.3 |
| 1780 | 0171 | MESSENGER-48.0 KN | 04885M | 342.000 |
342.000 |
$5.000 |
M | 0.0 |
| 1720 | 0172 | JUNCTION BOX TYPE B | 04811 | 12.000 |
20.000 |
$400.000 |
EACH | 0.0 |
| 1730 | 0173 | TRENCHING AND BACKFILLING | 04820M | 255.000 |
555.000 |
$6.000 |
M | 0.0 |
| 1790 | 0174 | LOOP SAW SLOT AND FILL | 04895M | 600.000 |
1,006.000 |
$15.000 |
M | 0.1 |
| 1800 | 0175 | SIGNAL-3 SECTION 12 INCH | 04912 | 14.000 |
16.000 |
$400.000 |
EACH | 0.1 |
| 1810 | 0176 | SIGNAL CONTROLLER-TYPE 170 | 04920 | 2.000 |
2.000 |
$8,500.000 |
EACH | 0.2 |
| 1700 | 0177 | CONDUIT-31 MM | 04793M | 55.000 |
191.000 |
$6.000 |
M | 0.0 |
| 1710 | 0178 | CONDUIT-50 MM | 04795M | 290.000 |
448.000 |
$8.000 |
M | 0.0 |
| 1740 | 0179 | LOOP WIRE | 04830M | 1,530.000 |
2,518.000 |
$1.000 |
M | 0.0 |
| 1750 | 0180 | CABLE-NO. 14/5C | 04844M | 420.000 |
420.000 |
$2.000 |
M | 0.0 |
| 1760 | 0181 | CABLE-NO. 14/1 PAIR | 04850M | 1,620.000 |
3,664.000 |
$2.000 |
M | 0.0 |
| 8085 | 8085 | CABLE-NO. 14/7C Cable-No. 12/7C | 04845M | 0.000 |
242.000 |
$3.250 |
M | 0.0 |
Category Total $79,900.00 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION | CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1820 | 0182 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$209,000.000 |
LS | 2.0 |
| 1830 | 0183 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$155,000.000 |
LS | 1.5 |
Category Total $364,000.00 |
| SM- Project | X005006805001 | 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 |
| 1030 | 0001 | STRUCTURE EXCAVATION-COMMON | 08001M | 676.000 |
497.000 |
$22.000 |
CU M | 0.1 |
| 1040 | 0002 | CONCRETE-CLASS A | 08100M | 868.600 |
368.200 |
$360.000 |
CU M | 3.1 |
| 1060 | 0003 | STEEL REINFORCEMENT | 08150M | 80,526.000 |
43,794.000 |
$1.060 |
KG | 0.8 |
| 0550 | 0004 | ROADWAY EXCAVATION | 02200M | 441,463.000 |
490,643.000 |
$3.100 |
CU M | 13.4 |
| 0560 | 0005 | GRANULAR EMBANKMENT | 02223M | 5,142.000 |
5,142.000 |
$16.500 |
CU M | 0.8 |
| 0570 | 0006 | WATER | 02242M | 200.000 |
200.000 |
$1.000 |
CU M | 0.0 |
| 1050 | 0007 | CONCRETE-CLASS A | 08100M | 43.330 |
52.090 |
$700.000 |
CU M | 0.3 |
| 1070 | 0008 | STEEL REINFORCEMENT | 08150M | 1,619.000 |
1,803.700 |
$1.700 |
KG | 0.0 |
| 0590 | 0009 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 3,432.810 |
3,522.810 |
$34.000 |
M | 1.1 |
| 0600 | 0010 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | 125.730 |
125.730 |
$50.000 |
M | 0.1 |
| 0610 | 0011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 20.000 |
15.000 |
$50.000 |
EACH | 0.0 |
| 0640 | 0012 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 7.000 |
8.000 |
$450.000 |
EACH | 0.0 |
| 0660 | 0013 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 6.000 |
6.000 |
$700.000 |
EACH | 0.0 |
| 0680 | 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 9.000 |
9.000 |
$1,500.000 |
EACH | 0.1 |
| 0650 | 0015 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 11.000 |
7.000 |
$550.000 |
EACH | 0.1 |
| 0620 | 0016 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
13.000 |
$550.000 |
EACH | 0.0 |
| 0690 | 0017 | TEMPORARY GUARDRAIL | 02397M | 613.410 |
0.000 |
$23.000 |
M | 0.1 |
| 0670 | 0018 | REMOVE GUARDRAIL | 02381M | 948.690 |
487.680 |
$4.000 |
M | 0.0 |
| 0630 | 0019 | CRASH CUSHION TYPE IX-A | 02365 | 3.000 |
3.000 |
$4,500.000 |
EACH | 0.1 |
| 1080 | 0020 | AMERICAN ELM | 09210 | 1.000 |
1.000 |
$27,500.000 |
EACH | 0.3 |
| 0950 | 0021 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 5,194.000 |
3,620.000 |
$0.660 |
M | 0.0 |
| 0960 | 0022 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 24,660.000 |
24,660.000 |
$0.540 |
M | 0.1 |
| 0970 | 0023 | PAVE STRIPING-PERM PAINT-300MM | 06517M | 4,611.000 |
0.000 |
$0.810 |
M | 0.0 |
| 0980 | 0024 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 162.000 |
162.000 |
$13.770 |
M | 0.0 |
| 0990 | 0025 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 538.000 |
538.000 |
$13.740 |
SQ M | 0.1 |
| 1000 | 0026 | PAVEMENT MARKER TYPE V-MW | 06589 | 184.000 |
184.000 |
$22.930 |
EACH | 0.0 |
| 1010 | 0027 | PAVEMENT MARKER TYPE V-BY | 06591 | 248.000 |
86.000 |
$24.160 |
EACH | 0.1 |
| 1020 | 0028 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 346.000 |
346.000 |
$24.160 |
EACH | 0.1 |
| 0740 | 0029 | SIGNS | 02562M | 39.640 |
7.140 |
$50.000 |
SQ M | 0.0 |
| 0530 | 0030 | BARRICADE-TYPE III | 02014 | 3.000 |
-2.000 |
$50.000 |
EACH | 0.0 |
| 1090 | 0031 | CHANNELIZATION DRUM | 09652N01 | 54.000 |
24.000 |
$100.000 |
EACH | 0.1 |
| 0540 | 0032 | REMOVE PAVEMENT | 02091M | 1,355.000 |
1,355.000 |
$2.500 |
SQ M | 0.0 |
| 0230 | 0033 | CULVERT PIPE-375 MM | 00461M | 491.000 |
497.600 |
$97.000 |
M | 0.5 |
| 0240 | 0034 | CULVERT PIPE-450 MM | 00462M | 127.500 |
118.200 |
$90.000 |
M | 0.1 |
| 0250 | 0035 | CULVERT PIPE-600 MM | 00464M | 148.100 |
170.500 |
$140.000 |
M | 0.2 |
| 0260 | 0036 | CULVERT PIPE-750 MM | 00466M | 276.300 |
276.300 |
$193.000 |
M | 0.5 |
| 0270 | 0037 | CULVERT PIPE-1200 MM | 00470M | 319.500 |
327.500 |
$217.900 |
M | 0.7 |
| 0280 | 0038 | CULVERT PIPE-1800 MM | 00474M | 90.000 |
0.000 |
$504.210 |
M | 0.4 |
| 0290 | 0039 | CULVERT PIPE-375 MM EQUIV | 00490M | 39.600 |
39.600 |
$100.000 |
M | 0.0 |
| 0300 | 0040 | CULVERT PIPE-900 MM EQUIV | 00496M | 15.000 |
15.000 |
$152.800 |
M | 0.0 |
| 0310 | 0041 | CULVERT PIPE-1200 MM EQUIV | 00499M | 18.000 |
36.000 |
$255.600 |
M | 0.0 |
| 0880 | 0042 | STEEL PIPE-63 MM | 03340M | 35.200 |
35.200 |
$50.000 |
M | 0.0 |
| 0890 | 0043 | STEEL PIPE-100 MM | 03343M | 35.200 |
35.200 |
$85.000 |
M | 0.0 |
| 0190 | 0044 | ENTRANCE PIPE-375 MM | 00440M | 43.500 |
73.500 |
$90.000 |
M | 0.0 |
| 0200 | 0045 | ENTRANCE PIPE-450 MM | 00441M | 40.200 |
40.200 |
$87.000 |
M | 0.0 |
| 0210 | 0046 | ENTRANCE PIPE-600 MM | 00443M | 2.100 |
2.100 |
$103.000 |
M | 0.0 |
| 0220 | 0047 | ENTRANCE PIPE-750 MM | 00445M | 11.500 |
11.500 |
$150.000 |
M | 0.0 |
| 0320 | 0048 | PERFORATED PIPE-100 MM | 01000M | 384.000 |
384.000 |
$15.580 |
M | 0.1 |
| 0330 | 0049 | NON-PERFORATED PIPE-100 MM | 01010M | 36.000 |
36.000 |
$17.000 |
M | 0.0 |
| 0340 | 0050 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$520.000 |
EACH | 0.0 |
| 0350 | 0051 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 12.000 |
12.000 |
$520.000 |
EACH | 0.1 |
| 0430 | 0052 | CURB BOX INLET TYPE B | 01480 | 7.000 |
7.000 |
$2,725.000 |
EACH | 0.2 |
| 0500 |