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Item List 051219 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051219 | Primary Project Number | DE05832240519 |
| Contract Description | BRIDGE OVER LEVISA FORK JL01 | ||
| Primary County | JOHNSON | Fed/St Number | FD04 058 NEW ROUTE |
| Vendor ID | 00349 | Vendor Name | BUSH & BURCHETT INC |
| Bid Amount | $ 5,640,204.07 | ||
| SM- Project | DE05832240519 |
| Fed/State Number | FD04 058 NEW ROUTE |
| Project Description | BRIDGE OVER LEVISA FORK |
| *********** |
| SM- Project | DE05832240519 | 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 | 4,036.000 |
4,036.000 |
$29.910 |
TON | 2.1 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 1.000 |
1.000 |
$35.000 |
TON | 0.0 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 45.800 |
45.800 |
$85.000 |
TON | 0.1 |
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 3,815.000 |
3,815.000 |
$68.160 |
TON | 4.6 |
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | 5.600 |
5.600 |
$525.000 |
TON | 0.1 |
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 736.000 |
736.000 |
$79.560 |
TON | 1.0 |
| 0070 | ENTRANCE PIPE-15 INCH | 00440 | 45.000 |
45.000 |
$33.000 |
LF | 0.0 |
| 0080 | ENTRANCE PIPE-18 INCH | 00441 | 44.000 |
44.000 |
$35.500 |
LF | 0.0 |
| 0090 | ENTRANCE PIPE-30 INCH | 00445 | 46.000 |
46.000 |
$42.900 |
LF | 0.0 |
| 0100 | CULVERT PIPE-18 INCH | 00462 | 305.000 |
305.000 |
$49.000 |
LF | 0.3 |
| 0110 | CULVERT PIPE-24 INCH | 00464 | 93.000 |
93.000 |
$58.000 |
LF | 0.1 |
| 0120 | PERFORATED PIPE-4 INCH | 01000 | 52.000 |
52.000 |
$7.000 |
LF | 0.0 |
| 0130 | NON-PERFORATED PIPE-4 INCH | 01010 | 10.000 |
10.000 |
$7.000 |
LF | 0.0 |
| 0140 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0150 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0160 | DROP BOX INLET TYPE 5D | 01511 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0170 | ISLAND HEADER CURB TYPE 1 | 01890 | 100.000 |
100.000 |
$40.000 |
LF | 0.1 |
| 0180 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0190 | REMOVE PAVEMENT | 02091 | 1,782.000 |
1,782.000 |
$2.500 |
SQYD | 0.1 |
| 0200 | TEMPORARY DITCH | 02159 | 1,737.000 |
1,737.000 |
$1.250 |
LF | 0.0 |
| 0210 | GRANULAR EMBANKMENT | 02223 | 9,465.000 |
9,465.000 |
$9.890 |
CUYD | 1.7 |
| 0220 | EMBANKMENT IN PLACE | 02230 | 57,407.000 |
57,407.000 |
$9.890 |
CUYD | 10.1 |
| 0230 | WATER | 02242 | 300.000 |
300.000 |
$5.000 |
MGAL | 0.0 |
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,690.000 |
2,690.000 |
$14.750 |
LF | 0.7 |
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,300.000 |
EACH | 0.2 |
| 0270 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 0280 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.2 |
| 0290 | R/W MARKER RURAL TYPE 1 | 02434 | 37.000 |
37.000 |
$85.000 |
EACH | 0.1 |
| 0300 | CHANNEL LINING CLASS II | 02483 | 914.000 |
914.000 |
$20.000 |
TON | 0.3 |
| 0310 | CHANNEL LINING CLASS III | 02484 | 157.000 |
157.000 |
$22.000 |
TON | 0.1 |
| 0320 | CLEARING AND GRUBBING 11 ACRES | 02545 | 1.000 |
1.000 |
$70,000.000 |
LS | 1.2 |
| 0330 | CONCRETE-CLASS B | 02555 | 70.670 |
70.670 |
$540.000 |
CUYD | 0.7 |
| 0340 | SIGNS | 02562 | 849.200 |
849.200 |
$10.000 |
SQFT | 0.2 |
| 0350 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 11,633.000 |
11,633.000 |
$2.000 |
SQYD | 0.4 |
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.5 |
| 0370 | TEMPORARY SILT FENCE | 02701 | 2,222.000 |
2,222.000 |
$2.000 |
LF | 0.1 |
| 0380 | SILT TRAP TYPE A ALTERNATE 2 | 02703 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0390 | SILT TRAP TYPE A ALTERNATE 1 | 02703 | 6.000 |
6.000 |
$350.000 |
EACH | 0.0 |
| 0400 | SILT TRAP TYPE B | 02704 | 38.000 |
38.000 |
$100.000 |
EACH | 0.1 |
| 0410 | CLEAN SILT TRAP TYPE A ALTERNATE 2 | 02706 | 6.000 |
6.000 |
$10.000 |
EACH | 0.0 |
| 0420 | CLEAN SILT TRAP TYPE A ALTERNATE 1 | 02706 | 18.000 |
18.000 |
$10.000 |
EACH | 0.0 |
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | 114.000 |
114.000 |
$10.000 |
EACH | 0.0 |
| 0440 | CLEAN TEMPORARY SILT FENCE | 02709 | 2,222.000 |
2,222.000 |
$0.010 |
LF | 0.0 |
| 0450 | STAKING | 02726 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.6 |
| 0460 | EROSION CONTROL BLANKET | 05950 | 1,089.000 |
1,089.000 |
$1.750 |
SQYD | 0.0 |
| 0470 | TEMPORARY MULCH | 05952 | 53,240.000 |
53,240.000 |
$0.170 |
SQYD | 0.2 |
| 0480 | TEMP SEEDING AND PROTECTION | 05953 | 25,057.000 |
25,057.000 |
$0.220 |
SQYD | 0.1 |
| 0490 | TOPDRESSING FERTILIZER | 05966 | 3.900 |
3.900 |
$425.000 |
TON | 0.0 |
| 0500 | SEEDING AND PROTECTION | 05985 | 39,119.000 |
39,119.000 |
$0.350 |
SQYD | 0.2 |
| 0510 | SPECIAL SEEDING CROWN VETCH | 05989 | 9,448.000 |
9,448.000 |
$0.280 |
SQYD | 0.0 |
| 0520 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 1,200.000 |
1,200.000 |
$0.500 |
LF | 0.0 |
| 0530 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 9,423.000 |
9,423.000 |
$0.300 |
LF | 0.1 |
| 0540 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 500.000 |
500.000 |
$2.500 |
LF | 0.0 |
| 0550 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 500.000 |
500.000 |
$2.500 |
LF | 0.0 |
| 0560 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 1,702.000 |
1,702.000 |
$3.850 |
LF | 0.1 |
| 0570 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 1,702.000 |
1,702.000 |
$3.850 |
LF | 0.1 |
| 0580 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 36.000 |
36.000 |
$15.000 |
LF | 0.0 |
| 0590 | STRUCTURE EXCAVATION-COMMON | 08001 | 38.000 |
38.000 |
$10.000 |
CUYD | 0.0 |
| 0600 | CONCRETE-CLASS A | 08100 | 9.860 |
9.860 |
$700.000 |
CUYD | 0.1 |
| 0610 | STEEL REINFORCEMENT | 08150 | 207.000 |
207.000 |
$2.000 |
LB | 0.0 |
| 0620 | SILT TRAP TYPE C | 20496NS843 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0630 | CLEAN SILT TRAP TYPE C | 20497NS843 | 3.000 |
3.000 |
$10.000 |
EACH | 0.0 |
| 0640 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 8000 | EW~ Durable Rock Fill | 10092EX | 0.000 |
7,772.000 |
$26.000 |
TON | 0.0 |
| 8001 | BORROW EXCAVATION RESTORE STREAM BANK | 02210 | 0.000 |
33,000.000 |
$22.650 |
CUYD | 0.0 |
| 8002 | EW~ REMOVE & PROPERLY DISPOSE OF RIVER DEBRIS & TRASH | 10091EX | 0.000 |
7,000.000 |
$108.250 |
CUYD | 0.0 |
| 8003 | SITE PREPARATION BORROW SITE & STAGING AREA | 20257NC | 0.000 |
1.000 |
$63,400.000 |
LS | 0.0 |
| 8006 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8007 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8008 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 9001 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
100.000 |
$11.000 |
LF | 0.0 |
| 9002 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 0.000 |
559.000 |
$7.700 |
LF | 0.0 |
| 9003 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 0.000 |
6.000 |
$86.570 |
EACH | 0.0 |
| 9004 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | 0.000 |
44.000 |
$0.600 |
SQFT | 0.0 |
Category Total $1,521,264.55 |
| SM- Project | DE05832240519 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0650 | STRUCTURE GRANULAR BACKFILL | 02231 | 125.000 |
125.000 |
$60.000 |
CUYD | 0.1 |
| 0660 | FABRIC-GEOTEXTILE TYPE I | 02596 | 876.900 |
876.900 |
$2.000 |
SQYD | 0.0 |
| 0670 | MASONRY COATING | 02998 | 1,423.000 |
1,423.000 |
$10.000 |
SQYD | 0.3 |
| 0680 | ARMORED EDGE FOR CONCRETE | 03299 | 72.000 |
72.000 |
$53.000 |
LF | 0.1 |
| 0690 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$21,600.000 |
LS | 0.4 |
| 0700 | CYCLOPEAN STONE RIP RAP | 08019 | 869.000 |
869.000 |
$32.000 |
TON | 0.5 |
| 0710 | TEST PILES | 08033 | 595.000 |
595.000 |
$36.000 |
LF | 0.4 |
| 0720 | PILES-STEEL HP12X53 | 08046 | 3,768.000 |
3,768.000 |
$36.000 |
LF | 2.4 |
| 0730 | PILE POINTS-12 INCH | 08094 | 66.000 |
66.000 |
$100.000 |
EACH | 0.1 |
| 0740 | CONCRETE-CLASS A | 08100 | 484.500 |
484.500 |
$437.000 |
CUYD | 3.8 |
| 0750 | CONCRETE-CLASS AA | 08104 | 1,169.000 |
1,169.000 |
$540.000 |
CUYD | 11.2 |
| 0760 | STEEL REINFORCEMENT | 08150 | 67,163.000 |
67,163.000 |
$0.940 |
LB | 1.1 |
| 0770 | STEEL REINF-EPOXY COATED | 08151 | 374,215.000 |
374,215.000 |
$0.800 |
LB | 5.3 |
| 0780 | STRUCTURAL STEEL 1481516 LBS | 08160 | 1.000 |
1.000 |
$2,030,000.000 |
LS | 36.0 |
| 0790 | SHEAR CONNECTORS 9033 LBS | 08170 | 1.000 |
1.000 |
$23,000.000 |
LS | 0.4 |
| 0800 | DRAIN PIPE-6 INCH | 08820 | 109.000 |
109.000 |
$126.000 |
LF | 0.2 |
| 0810 | DRILLED SHAFT-COMMON 84" | 20633ED | 121.000 |
121.000 |
$1,170.000 |
LF | 2.5 |
| 0820 | DRILLED SHAFT-ROCK 78" | 20634ED | 80.600 |
80.600 |
$1,380.000 |
LF | 2.0 |
| 0830 | EXPANSION DAM-5" | 20635ED | 80.000 |
80.000 |
$190.000 |
LF | 0.3 |
Category Total $3,780,599.52 |
| SM- Project | DE05832240519 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0840 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$258,000.000 |
LS | 4.6 |
| 0850 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$80,340.000 |
LS | 1.4 |
| 8004 | MOBILIZATION DEBRIS REMOVAL & EMBANKMENT REPAIR | 02568 | 0.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 8005 | DEMOBILIZATION DEBRIS REMOVAL & EMBANKMENT REPAIR | 02569 | 0.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
Category Total $338,340.00 |