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Item List 041020 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041020 | Primary Project Number | D098031904020 |
| Contract Description | HARDY-TOLER ROAD (KY 319) | ||
| Primary County | PIKE | Fed/St Number | BRO 5362(14) |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 905,931.10 | ||
| SM- Project | D098031904020 |
| Fed/State Number | BRO 5362(14) |
| Project Description | HARDY-TOLER ROAD (KY 319) |
| *********** |
| SM- Project | D098031904020 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | BARRICADE-TYPE III | 02014 | 3.000 |
3.000 |
$300.000 |
EACH | 0.1 |
| 0020 | ROADWAY EXCAVATION | 02200 | 14,263.000 |
15,480.000 |
$16.900 |
CUYD | 26.6 |
| 0030 | WATER | 02242 | 190.000 |
190.000 |
$5.000 |
MGAL | 0.1 |
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 525.000 |
525.000 |
$16.000 |
LF | 0.9 |
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 100.000 |
100.000 |
$1.000 |
LF | 0.0 |
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$50.000 |
EACH | 0.0 |
| 0070 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 2.000 |
2.000 |
$800.000 |
EACH | 0.2 |
| 0080 | R/W MARKER RURAL TYPE 1 | 02434 | 3.000 |
3.000 |
$100.000 |
EACH | 0.0 |
| 0090 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 9.000 |
9.000 |
$90.000 |
EACH | 0.1 |
| 0100 | CHANNEL LINING CLASS IV | 02488 | 256.000 |
256.000 |
$8.000 |
CUYD | 0.2 |
| 0110 | CLEARING AND GRUBBING 1.4 ACRE | 02545 | 1.000 |
1.000 |
$41,850.000 |
LS | 4.6 |
| 0120 | SIGNS | 02562 | 469.000 |
469.000 |
$12.500 |
SQFT | 0.6 |
| 0130 | EDGE KEY | 02585 | 26.000 |
26.000 |
$70.000 |
LF | 0.2 |
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$10,000.000 |
LS | 1.1 |
| 0150 | TEMPORARY SILT FENCE | 02701 | 763.000 |
763.000 |
$3.500 |
LF | 0.3 |
| 0160 | SILT CHECK | 02705 | 3.000 |
3.000 |
$200.000 |
EACH | 0.1 |
| 0170 | CLEAN SILT CHECK | 02708 | 9.000 |
9.000 |
$25.000 |
EACH | 0.0 |
| 0180 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,526.000 |
1,526.000 |
$0.250 |
LF | 0.0 |
| 0190 | STAKING | 02726 | 1.000 |
1.000 |
$17,900.000 |
LS | 2.0 |
| 0200 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.6 |
| 0210 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 200.000 |
200.000 |
$3.250 |
LF | 0.1 |
| 0220 | EROSION CONTROL BLANKET | 05950 | 298.000 |
298.000 |
$3.000 |
SQYD | 0.1 |
| 0230 | TEMP SEEDING AND PROTECTION | 05953 | 250.000 |
250.000 |
$1.000 |
SQYD | 0.0 |
| 0240 | SEEDING AND PROTECTION | 05985 | 2,500.000 |
2,500.000 |
$0.750 |
SQYD | 0.2 |
| 0250 | SPECIAL SEEDING CROWN VETCH | 05989 | 820.000 |
820.000 |
$0.500 |
SQYD | 0.0 |
| 0260 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 4,878.000 |
4,878.000 |
$0.500 |
LF | 0.3 |
| 0270 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 29.000 |
29.000 |
$10.500 |
LF | 0.0 |
| 0280 | SILT CHECK (MOD) | 20073ES213 | 7.000 |
7.000 |
$200.000 |
EACH | 0.2 |
| 0290 | CLEAN SILT CHECK (MOD) | 20074ES213 | 21.000 |
21.000 |
$25.000 |
EACH | 0.1 |
| 0300 | CRUSHED STONE BASE | 00003 | 2,293.000 |
1,743.000 |
$26.900 |
TON | 6.8 |
| 0310 | TRAFFIC BOUND BASE | 00020 | 100.000 |
100.000 |
$20.000 |
TON | 0.2 |
| 0320 | ASPHALT SEAL AGGREGATE | 00100 | 13.700 |
13.700 |
$145.000 |
TON | 0.2 |
| 0330 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 1,001.000 |
1,551.000 |
$53.500 |
TON | 5.9 |
| 0340 | CL3 ASPH BASE 1.00D PG70-22 | 00215 | 666.000 |
666.000 |
$59.500 |
TON | 4.4 |
| 0350 | EMULSIFIED ASPHALT RS-2 | 00291 | 1.600 |
1.600 |
$1,250.000 |
TON | 0.2 |
| 0360 | CL3 ASPH SURF 0.50C PG70-22 | 00319 | 345.000 |
345.000 |
$79.750 |
TON | 3.0 |
| 0370 | CULVERT PIPE-66 INCH EQUIV | 00502 | 60.000 |
60.000 |
$254.250 |
LF | 1.7 |
| 0380 | STORM SEWER PIPE-15 INCH | 00521 | 190.000 |
190.000 |
$64.400 |
LF | 1.4 |
| 0390 | STORM SEWER PIPE-18 INCH | 00522 | 186.000 |
186.000 |
$80.150 |
LF | 1.6 |
| 0400 | METAL END SECTION TY 1-15 INCH | 01370 | 1.000 |
1.000 |
$600.000 |
EACH | 0.1 |
| 0410 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.3 |
| 0420 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.4 |
| 0430 | DROP BOX INLET TYPE 12 (MOD) | 20212ES710 | 50.000 |
50.000 |
$200.000 |
LF | 1.1 |
| 0440 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.2 |
| 0450 | CONCRETE-CLASS A | 08100 | 14.670 |
14.670 |
$700.000 |
CUYD | 1.1 |
| 0460 | STEEL REINFORCEMENT | 08150 | 996.500 |
996.500 |
$1.000 |
LB | 0.1 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1,848.190 |
$1.000 |
DOLL | 0.0 |
| 8001 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
662.690 |
$1.000 |
DOLL | 0.0 |
Category Total $611,936.55 |
| SM- Project | D098031904020 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | CONCRETE-CLASS A | 08100 | 66.100 |
66.100 |
$396.000 |
CUYD | 2.9 |
| 0490 | CONCRETE-CLASS AA | 08104 | 103.500 |
103.500 |
$605.000 |
CUYD | 6.9 |
| 0500 | STEEL REINFORCEMENT | 08150 | 5,907.000 |
5,907.000 |
$0.720 |
LB | 0.5 |
| 0510 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$11,000.000 |
LS | 1.2 |
| 0520 | STEEL REINF-EPOXY COATED | 08151 | 17,827.000 |
17,827.000 |
$0.910 |
LB | 1.8 |
| 0530 | PRECAST PC BOX BEAM SB33 | 08671 | 370.000 |
370.000 |
$278.000 |
LF | 11.4 |
| 0540 | MASONRY COATING | 02998 | 105.000 |
105.000 |
$10.000 |
SQYD | 0.1 |
| 0550 | CYCLOPEAN STONE RIP RAP | 08019 | 471.000 |
471.000 |
$24.000 |
TON | 1.2 |
| 0560 | ARMORED EDGE FOR CONCRETE | 03299 | 85.900 |
85.900 |
$43.000 |
LF | 0.4 |
| 0570 | FABRIC-GEOTEXTILE TYPE I | 02596 | 400.000 |
400.000 |
$2.000 |
SQYD | 0.1 |
| 0580 | STRUCTURE GRANULAR BACKFILL | 02231 | 115.000 |
115.000 |
$60.000 |
CUYD | 0.8 |
| 0590 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 100.000 |
100.000 |
$1.000 |
LF | 0.0 |
| 0600 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | 137.000 |
137.000 |
$122.000 |
LF | 1.8 |
| 0610 | TEST PILES | 08033 | 50.000 |
50.000 |
$86.000 |
LF | 0.5 |
| 0620 | PILES-STEEL HP12X53 | 08046 | 338.000 |
338.000 |
$32.000 |
LF | 1.2 |
| 0630 | PILE POINTS-12 INCH | 08094 | 18.000 |
18.000 |
$100.000 |
EACH | 0.2 |
Category Total $280,606.41 |
| SM- Project | D098031904020 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0640 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$13,388.140 |
LS | 1.5 |
Category Total $13,388.14 |