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Item List 051215 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051215 | Primary Project Number | DE08000400515 |
| Contract Description | INEZ-WARFIELD ROAD (KY 40) | ||
| Primary County | MARTIN | Fed/St Number | FD04 080 0040 017-018 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 1,815,325.45 | ||
| SM- Project | DE08000400515 |
| Fed/State Number | FD04 080 0040 017-018 |
| Project Description | INEZ-WARFIELD ROAD (KY 40) |
| *********** |
| SM- Project | DE08000400515 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 83.000 |
579.600 |
$37.630 |
TON | 0.2 |
| 0020 | CRUSHED STONE BASE | 00003 | 1,542.000 |
1,771.550 |
$37.630 |
TON | 3.2 |
| 0030 | TRAFFIC BOUND BASE | 00020 | 75.500 |
75.500 |
$21.500 |
TON | 0.1 |
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 1.000 |
1.000 |
$30.000 |
TON | 0.0 |
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | 12.700 |
22.500 |
$165.000 |
TON | 0.1 |
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | 26.600 |
26.600 |
$82.020 |
TON | 0.1 |
| 0070 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 540.500 |
0.000 |
$70.310 |
TON | 2.1 |
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,253.000 |
2,829.120 |
$70.310 |
TON | 8.7 |
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | 1.500 |
1.500 |
$1,650.000 |
TON | 0.1 |
| 0100 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 174.300 |
0.000 |
$82.020 |
TON | 0.8 |
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,174.000 |
1,613.760 |
$82.020 |
TON | 5.3 |
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | 68.000 |
68.000 |
$48.200 |
LF | 0.2 |
| 0130 | CULVERT PIPE-18 INCH | 00462 | 118.000 |
118.000 |
$69.100 |
LF | 0.4 |
| 0140 | PERFORATED PIPE-4 INCH | 01000 | 50.000 |
77.000 |
$10.000 |
LF | 0.0 |
| 0150 | NON-PERFORATED PIPE-4 INCH | 01010 | 25.000 |
25.000 |
$10.000 |
LF | 0.0 |
| 0160 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0170 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.3 |
| 0180 | ASPHALT WEDGE CURB | 01897 | 317.000 |
0.000 |
$11.550 |
LF | 0.2 |
| 0190 | TEMPORARY DITCH | 02159 | 2,176.000 |
2,176.000 |
$2.550 |
LF | 0.3 |
| 0200 | ROADWAY EXCAVATION | 02200 | 113,819.000 |
135,046.000 |
$9.920 |
CUYD | 62.2 |
| 0210 | WATER | 02242 | 50.000 |
220.500 |
$10.000 |
MGAL | 0.0 |
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 550.000 |
600.000 |
$14.750 |
LF | 0.4 |
| 0230 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.2 |
| 0240 | R/W MARKER RURAL TYPE 1 | 02434 | 12.000 |
14.000 |
$85.000 |
EACH | 0.1 |
| 0250 | CHANNEL LINING CLASS III | 02484 | 24.200 |
313.580 |
$31.000 |
TON | 0.0 |
| 0260 | CLEARING AND GRUBBING 5.45 ACRES | 02545 | 1.000 |
1.000 |
$116,200.000 |
LS | 6.4 |
| 0270 | SIGNS | 02562 | 143.000 |
332.000 |
$15.000 |
SQFT | 0.1 |
| 0280 | EDGE KEY | 02585 | 45.000 |
45.000 |
$71.500 |
LF | 0.2 |
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$44,300.000 |
LS | 2.4 |
| 0300 | TEMPORARY SILT FENCE | 02701 | 2,176.000 |
2,176.000 |
$2.550 |
LF | 0.3 |
| 0310 | SILT TRAP TYPE B TYPE III | 02704 | 23.000 |
23.000 |
$150.000 |
EACH | 0.2 |
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | 69.000 |
69.000 |
$10.000 |
EACH | 0.0 |
| 0330 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,352.000 |
4,352.000 |
$0.010 |
LF | 0.0 |
| 0340 | STAKING | 02726 | 1.000 |
1.000 |
$37,000.000 |
LS | 2.0 |
| 0350 | EROSION CONTROL BLANKET | 05950 | 2,070.000 |
7,110.000 |
$1.850 |
SQYD | 0.2 |
| 0360 | TEMPORARY MULCH | 05952 | 26,378.000 |
26,378.000 |
$0.100 |
SQYD | 0.1 |
| 0370 | TOPDRESSING FERTILIZER | 05966 | 2.530 |
2.530 |
$450.000 |
TON | 0.1 |
| 0380 | SEEDING AND PROTECTION | 05985 | 31,171.000 |
31,171.000 |
$0.350 |
SQYD | 0.6 |
| 0390 | SPECIAL SEEDING CROWN VETCH | 05989 | 17,700.000 |
17,700.000 |
$0.220 |
SQYD | 0.2 |
| 0400 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 1,368.000 |
1,368.000 |
$0.650 |
LF | 0.0 |
| 0410 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 8,252.000 |
22,058.000 |
$0.400 |
LF | 0.2 |
| 0420 | CONCRETE-CLASS A | 08100 | 1.860 |
1.860 |
$1,000.000 |
CUYD | 0.1 |
| 0430 | STEEL REINFORCEMENT | 08150 | 16.000 |
16.000 |
$2.000 |
LB | 0.0 |
| 0440 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 8002 | REMOVE GUARDRAIL | 02381 | 0.000 |
650.000 |
$5.000 |
LF | 0.0 |
| 8003 | REMOVE PAVEMENT | 02091 | 0.000 |
523.330 |
$6.000 |
SQYD | 0.0 |
| 8004 | ENTRANCE PIPE-15 INCH | 00440 | 0.000 |
40.000 |
$42.080 |
LF | 0.0 |
| 8006 | EW~ Asphalt Milling & Texturing | 10096EX | 0.000 |
4,155.560 |
$1.250 |
SQYD | 0.0 |
| 8007 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
1,062.250 |
$11.000 |
LF | 0.0 |
| 8010 | BARRICADE-TYPE III | 02014 | 0.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 8011 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
-2,376.868 |
$1.000 |
DOLL | 0.0 |
| 8012 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
29,766.560 |
$1.000 |
DOLL | 0.0 |
| 8013 | FUEL ADJUSTMENT | 10020NS | 0.000 |
-5,772.180 |
$1.000 |
DOLL | 0.0 |
| 8014 | EW~ Additional work around existing hdwall | 10090NX | 0.000 |
1.000 |
$9,975.000 |
LS | 0.0 |
Category Total $1,788,497.98 |
| SM- Project | DE08000400515 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0450 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$26,827.470 |
LS | 1.5 |
Category Total $26,827.47 |