|
Item List 030224 |
Date:07/17/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030224 | Primary Project Number | X056855607001 |
| Contract Description | STONESTREET ROAD (KY 8556) | ||
| Primary County | JEFFERSON | Federal/State Number | STPM 8785 (11) |
| Vendor ID | 01120 | Vendor Name | T & C CONTRACTING INC |
| Bid Amount | $ 1,379,806.66 | ||
| SM- Project | X056855607001 |
| Fed/State Number | STPM 8785 (11) |
| Project Description | STONESTREET ROAD (KY 8556) |
| *********** |
| SM- Project | X056855607001 | 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 |
| 0250 | 0001 | ROADWAY EXCAVATION | 02200 | 10,072.700 |
10,072.700 |
$7.450 |
CUYD | 5.4 |
| 0530 | 0002 | CONCRETE-CLASS A | 08100 | 8.370 |
8.370 |
$900.000 |
CUYD | 0.5 |
| 0330 | 0003 | CONCRETE-CLASS B | 02555 | 72.700 |
72.700 |
$300.000 |
CUYD | 1.6 |
| 0540 | 0004 | STEEL REINFORCEMENT | 08150 | 454.000 |
454.000 |
$0.250 |
LB | 0.0 |
| 0520 | 0005 | STRUCTURE EXCAVATION-COMMON | 08001 | 260.000 |
260.000 |
$12.000 |
CUYD | 0.2 |
| 0360 | 0006 | HANDRAIL-TYPE A-1 | 02611 | 125.000 |
125.000 |
$69.000 |
LF | 0.6 |
| 0490 | 0007 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 6,700.000 |
6,700.000 |
$0.130 |
LF | 0.1 |
| 0500 | 0008 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 15,000.000 |
15,000.000 |
$0.160 |
LF | 0.2 |
| 0510 | 0009 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 675.000 |
675.000 |
$1.100 |
LF | 0.1 |
| 0340 | 0010 | SIGNS | 02562 | 407.000 |
407.000 |
$6.500 |
SQFT | 0.2 |
| 0220 | 0011 | BARRICADE-TYPE III | 02014 | 7.000 |
7.000 |
$125.000 |
EACH | 0.1 |
| 0260 | 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 975.000 |
975.000 |
$9.700 |
LF | 0.7 |
| 0280 | 0013 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.3 |
| 0290 | 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.2 |
| 0270 | 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,250.000 |
EACH | 0.4 |
| 0230 | 0016 | REMOVE PAVEMENT | 02091 | 750.000 |
750.000 |
$1.000 |
SQYD | 0.1 |
| 0090 | 0017 | CULVERT PIPE-36 INCH EQUIV | 00496 | 82.000 |
82.000 |
$100.000 |
LF | 0.6 |
| 0100 | 0018 | STORM SEWER PIPE-12 INCH | 00520 | 8.500 |
8.500 |
$20.000 |
LF | 0.0 |
| 0110 | 0019 | STORM SEWER PIPE-15 INCH | 00521 | 1,231.000 |
1,231.000 |
$28.000 |
LF | 2.5 |
| 0120 | 0020 | STORM SEWER PIPE-18 INCH | 00522 | 909.500 |
909.500 |
$32.000 |
LF | 2.1 |
| 0130 | 0021 | SEWER PIPE-6 INCH | 01051 | 180.000 |
180.000 |
$33.000 |
LF | 0.4 |
| 0080 | 0022 | ENTRANCE PIPE-24 INCH | 00443 | 72.000 |
72.000 |
$42.000 |
LF | 0.2 |
| 0570 | 0023 | SANITARY SEWER CLEANOUT-2 WAY | 09831 | 2.000 |
2.000 |
$350.000 |
EACH | 0.1 |
| 0160 | 0024 | CURB BOX INLET TYPE A | 01456 | 21.000 |
21.000 |
$2,500.000 |
EACH | 3.8 |
| 0170 | 0025 | DROP BOX INLET TYPE 11 | 01544 | 4.000 |
4.000 |
$1,400.000 |
EACH | 0.4 |
| 0180 | 0026 | DROP BOX INLET TYPE 14 | 01577 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.1 |
| 0150 | 0027 | METAL END SECTION TY 1-36 INCH | 01375 | 2.000 |
2.000 |
$2,700.000 |
EACH | 0.4 |
| 0140 | 0028 | METAL END SECTION TY 1-24 INCH | 01373 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.2 |
| 0190 | 0029 | JUNCTION BOX-18 INCH | 01642 | 2.000 |
2.000 |
$900.000 |
EACH | 0.1 |
| 0200 | 0030 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0470 | 0031 | SEEDING AND PROTECTION | 05985 | 14,000.000 |
14,000.000 |
$0.330 |
SQYD | 0.3 |
| 0460 | 0032 | TEMP SEEDING AND PROTECTION | 05953 | 1,400.000 |
1,400.000 |
$0.480 |
SQYD | 0.0 |
| 0480 | 0033 | SPECIAL SEEDING CROWN VETCH | 05989 | 2,550.000 |
2,550.000 |
$0.220 |
SQYD | 0.0 |
| 0450 | 0034 | EROSION CONTROL BLANKET | 05950 | 792.000 |
792.000 |
$1.900 |
SQYD | 0.1 |
| 0390 | 0035 | SILT CHECK | 02705 | 5.000 |
5.000 |
$190.000 |
EACH | 0.1 |
| 0400 | 0036 | CLEAN SILT CHECK | 02708 | 15.000 |
15.000 |
$90.000 |
EACH | 0.1 |
| 0380 | 0037 | TEMPORARY SILT FENCE | 02701 | 3,293.000 |
3,293.000 |
$1.750 |
LF | 0.4 |
| 0410 | 0038 | CLEAN TEMPORARY SILT FENCE | 02709 | 6,586.000 |
6,586.000 |
$0.900 |
LF | 0.4 |
| 0550 | 0039 | SILT CHECK TY II (MOD) | 09277 | 5.000 |
5.000 |
$200.000 |
EACH | 0.1 |
| 0560 | 0040 | CLEAN SILT CHECK TY II (MOD) | 09278 | 15.000 |
15.000 |
$50.000 |
EACH | 0.1 |
| 0310 | 0041 | CHANNEL LINING CLASS II | 02483 | 107.000 |
107.000 |
$27.000 |
TON | 0.2 |
| 0300 | 0042 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 16.000 |
16.000 |
$80.000 |
EACH | 0.1 |
| 0210 | 0043 | STANDARD CURB AND GUTTER | 01810 | 5,324.000 |
5,324.000 |
$9.750 |
LF | 3.8 |
| 0350 | 0044 | EDGE KEY | 02585 | 88.000 |
88.000 |
$6.000 |
LF | 0.0 |
| 0420 | 0045 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | 1,175.000 |
1,175.000 |
$23.000 |
SQYD | 2.0 |
| 0240 | 0046 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 417.000 |
417.000 |
$50.000 |
SQYD | 1.5 |
| 0010 | 0047 | D G A BASE | 00001 | 7,447.000 |
7,447.000 |
$10.400 |
TON | 5.6 |
| 0020 | 0048 | TRAFFIC BOUND BASE | 00020 | 200.000 |
200.000 |
$16.500 |
TON | 0.2 |
| 0040 | 0049 | LEVELING & WEDGING PG64-22 | 00190 | 103.000 |
103.000 |
$34.220 |
TON | 0.3 |
| 0060 | 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.200 |
0.200 |
$800.000 |
TON | 0.0 |
| 0030 | 0051 | ASPHALT SEAL AGGREGATE | 00100 | 1.300 |
1.300 |
$800.000 |
TON | 0.1 |
| 0050 | 0052 | CL2 ASPH BASE 0.75D PG70-22 | 00222 | 6,901.000 |
6,901.000 |
$30.090 |
TON | 15.0 |
| 0070 | 0053 | CL2 ASPH SURF 0.38C PG70-22 | 00305 | 980.000 |
980.000 |
$34.220 |
TON | 2.4 |
| 0320 | 0054 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.9 |
| 0430 | 0055 | STAKING | 02726 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.9 |
| 0370 | 0056 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,300.000 |
LS | 0.4 |
| 0440 | 0057 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$29,500.000 |
LS | 2.1 |
Category Total $811,429.71 |
| SM- Project | X056855607001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0580 | 0058 | STRUCTURE GRANULAR BACKFILL | 02231 | 100.000 |
100.000 |
$42.000 |
CUYD | 0.3 |
| 0590 | 0059 | MASONRY COATING | 02998 | 442.000 |
442.000 |
$7.800 |
SQYD | 0.2 |
| 0650 | 0060 | CONCRETE-CLASS A | 08100 | 384.000 |
384.000 |
$360.000 |
CUYD | 10.0 |
| 0660 | 0061 | CONCRETE-CLASS AA | 08104 | 355.600 |
355.600 |
$370.000 |
CUYD | 9.5 |
| 0610 | 0062 | CYCLOPEAN STONE RIP RAP | 08019 | 928.000 |
928.000 |
$35.000 |
TON | 2.4 |
| 0630 | 0063 | PILES-STEEL HP12X53 | 08046 | 981.000 |
981.000 |
$24.000 |
LF | 1.7 |
| 0640 | 0064 | PILE POINTS-12 INCH | 08094 | 50.000 |
50.000 |
$78.000 |
EACH | 0.3 |
| 0620 | 0065 | TEST PILES | 08033 | 268.000 |
268.000 |
$35.000 |
LF | 0.7 |
| 0680 | 0066 | STEEL REINF-EPOXY COATED | 08151 | 85,989.000 |
85,989.000 |
$0.570 |
LB | 3.6 |
| 0670 | 0067 | STEEL REINFORCEMENT | 08150 | 35,438.000 |
35,438.000 |
$0.490 |
LB | 1.3 |
| 0710 | 0068 | PRECAST PC I BEAM TYPE 2 | 08632 | 1,080.000 |
1,080.000 |
$88.000 |
LF | 6.9 |
| 0700 | 0069 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | 315.000 |
315.000 |
$57.000 |
LF | 1.3 |
| 0690 | 0070 | STRUCTURAL STEEL | 08160 | 1.000 |
1.000 |
$6,700.000 |
LS | 0.5 |
| 0600 | 0071 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$8,600.000 |
LS | 0.6 |
Category Total $541,436.95 |
| SM- Project | X056855607001 | CATEGORY NUMBER | 0005 | CATEGORY Description | GASLINE | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0720 | 0072 | STEEL PIPE-12 INCH | 03349 | 180.000 |
180.000 |
$33.000 |
LF | 0.4 |
Category Total $5,940.00 |
| SM- Project | X056855607001 | CATEGORY NUMBER | 0007 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION | CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0730 | 0073 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$20,999.990 |
LS | 1.5 |
Category Total $20,999.99 |