|
Item List 051106 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051106 | Primary Project Number | DE08204480506 |
| Contract Description | BRANDENBURG STATION ROAD (KY 448) JL01 | ||
| Primary County | MEADE | Fed/St Number | FD04 082 0448 003-005 |
| Vendor ID | 01120 | Vendor Name | T & C CONTRACTING INC |
| Bid Amount | $ 4,799,092.27 | ||
| SM- Project | DE08204480506 |
| Fed/State Number | FD04 082 0448 003-005 |
| Project Description | BRANDENBURG STATION ROAD (KY 448) |
| *********** |
| SM- Project | DE08204480506 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003M | 24,330.000 |
24,330.000 |
$12.400 |
MTON | 6.3 |
| 0020 | TRAFFIC BOUND BASE | 00020M | 4,000.000 |
4,000.000 |
$15.000 |
MTON | 1.3 |
| 0030 | CRUSHED LIMESTONE SIZE NO 57 | 00072M | 465.000 |
465.000 |
$16.000 |
MTON | 0.2 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100M | 54.000 |
54.000 |
$60.500 |
MTON | 0.1 |
| 0060 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 3,104.000 |
3,104.000 |
$34.550 |
MTON | 2.2 |
| 0070 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 16,414.000 |
16,414.000 |
$35.150 |
MTON | 12.0 |
| 0071 | CL3 ASPH BASE 25.0D PG76-22 | 00216M | 7,581.000 |
7,581.000 |
$42.550 |
MTON | 6.7 |
| 0081 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 1,576.000 |
1,576.000 |
$44.000 |
MTON | 1.4 |
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291M | 14.000 |
14.000 |
$500.000 |
MTON | 0.1 |
| 0100 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 1,994.000 |
1,994.000 |
$40.900 |
MTON | 1.7 |
| 0110 | CL3 ASPH SURF 12.5B PG76-22 | 00326M | 3,330.000 |
3,330.000 |
$54.650 |
MTON | 3.8 |
| 0111 | ASPHALT PLACEMENT WITH MTV | 00338M | 10,763.000 |
10,763.000 |
$1.440 |
MTON | 0.3 |
| 0120 | ENTRANCE PIPE-375 MM | 00440M | 376.000 |
376.000 |
$90.000 |
M | 0.7 |
| 0130 | ENTRANCE PIPE-450 MM | 00441M | 15.000 |
15.000 |
$92.000 |
M | 0.0 |
| 0140 | CULVERT PIPE-375 MM | 00461M | 41.200 |
41.200 |
$118.000 |
M | 0.1 |
| 0150 | CULVERT PIPE-450 MM | 00462M | 124.800 |
124.800 |
$150.000 |
M | 0.4 |
| 0160 | CULVERT PIPE-600 MM | 00464M | 275.900 |
275.900 |
$175.000 |
M | 1.0 |
| 0170 | CULVERT PIPE-750 MM | 00466M | 42.900 |
42.900 |
$200.000 |
M | 0.2 |
| 0180 | REMOVE PIPE | 01310M | 153.000 |
153.000 |
$35.000 |
M | 0.1 |
| 0190 | PLUG PIPE | 01314 | 6.000 |
6.000 |
$125.000 |
EACH | 0.0 |
| 0200 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 5.000 |
5.000 |
$1,350.000 |
EACH | 0.1 |
| 0210 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,350.000 |
EACH | 0.1 |
| 0220 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 5.000 |
5.000 |
$1,900.000 |
EACH | 0.2 |
| 0230 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0240 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
2.000 |
$3,300.000 |
EACH | 0.1 |
| 0250 | CURB BOX INLET TYPE B | 01480 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.1 |
| 0260 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
7.000 |
$3,700.000 |
EACH | 0.5 |
| 0270 | JUNCTION BOX | 01650 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
| 0280 | SPRING BOX INLET TYPE B | 01670 | 1.000 |
1.000 |
$1,900.000 |
EACH | 0.0 |
| 0290 | FLUME INLET TYPE 2 | 01691 | 1.000 |
1.000 |
$3,300.000 |
EACH | 0.1 |
| 0300 | ISLAND HEADER CURB TYPE 2 | 01891M | 7.500 |
7.500 |
$140.000 |
M | 0.0 |
| 0310 | REMOVE TEMP CONC BARRIER WALL | 02002M | 60.000 |
60.000 |
$26.000 |
M | 0.0 |
| 0320 | BARRICADE-TYPE III | 02014 | 24.000 |
24.000 |
$200.000 |
EACH | 0.1 |
| 0330 | REMOVE PAVEMENT | 02091M | 420.000 |
420.000 |
$3.000 |
SQ M | 0.0 |
| 0340 | ROADWAY EXCAVATION | 02200M | 58,744.000 |
58,744.000 |
$9.530 |
CU M | 11.7 |
| 0350 | GRANULAR EMBANKMENT | 02223M | 201.000 |
201.000 |
$10.000 |
CU M | 0.0 |
| 0360 | WATER | 02242M | 9,000.000 |
9,000.000 |
$0.010 |
CU M | 0.0 |
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 414.510 |
414.510 |
$50.850 |
M | 0.4 |
| 0380 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
9.000 |
$40.000 |
EACH | 0.0 |
| 0390 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$1,910.000 |
EACH | 0.2 |
| 0400 | REMOVE GUARDRAIL CON TO BR END | 02372 | 2.000 |
2.000 |
$125.000 |
EACH | 0.0 |
| 0410 | REMOVE GUARDRAIL | 02381M | 582.740 |
582.740 |
$4.440 |
M | 0.1 |
| 0420 | REMOVE GUARDRAIL TERMINAL SECT | 02395 | 4.000 |
4.000 |
$5.000 |
EACH | 0.0 |
| 0430 | TEMPORARY GUARDRAIL | 02397M | 182.500 |
182.500 |
$38.550 |
M | 0.1 |
| 0440 | R/W MARKER RURAL TYPE 1 | 02434 | 45.000 |
45.000 |
$70.000 |
EACH | 0.1 |
| 0450 | R/W MARKER RURAL TYPE 2 | 02435 | 9.000 |
9.000 |
$82.250 |
EACH | 0.0 |
| 0460 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 63.000 |
63.000 |
$65.000 |
EACH | 0.1 |
| 0470 | CLEAN SINKHOLE | 02469 | 4.000 |
4.000 |
$1,900.000 |
EACH | 0.2 |
| 0480 | FILL AND CAP SINKHOLE | 02471 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0490 | CHANNEL LINING CLASS III | 02484M | 2,610.000 |
2,610.000 |
$23.000 |
MTON | 1.3 |
| 0500 | CLEARING AND GRUBBING 6.5 | 02545 | 1.000 |
1.000 |
$42,800.000 |
LS | 0.9 |
| 0505 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0510 | SIGNS | 02562M | 77.200 |
77.200 |
$70.000 |
SQ M | 0.1 |
| 0520 | EDGE KEY | 20992MD | 75.000 |
75.000 |
$90.000 |
M | 0.1 |
| 0530 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 3,000.000 |
3,000.000 |
$2.400 |
SQ M | 0.2 |
| 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$36,000.000 |
LS | 0.8 |
| 0550 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$18,000.000 |
EACH | 0.8 |
| 0560 | SAFELOADING | 02690M | 13.600 |
13.600 |
$220.000 |
CU M | 0.1 |
| 0570 | TEMPORARY SILT FENCE | 02701M | 1,191.000 |
1,191.000 |
$7.150 |
M | 0.2 |
| 0580 | SILT TRAP TYPE A NO. 1 | 02703 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 0590 | SILT TRAP TYPE A NO. 2 | 02703 | 6.000 |
6.000 |
$500.000 |
EACH | 0.1 |
| 0600 | SILT TRAP TYPE B | 02704 | 62.000 |
62.000 |
$450.000 |
EACH | 0.6 |
| 0610 | SILT TRAP TYPE C | 20496NS843 | 8.000 |
8.000 |
$130.000 |
EACH | 0.0 |
| 0620 | CLEAN SILT TRAP TYPE B | 02707 | 248.000 |
248.000 |
$50.000 |
EACH | 0.3 |
| 0630 | CLEAN TEMPORARY SILT FENCE | 02709M | 7,146.000 |
7,146.000 |
$4.000 |
M | 0.6 |
| 0640 | CLEAN SILT TRAP TYPE A NO.1 | 02706 | 48.000 |
48.000 |
$50.000 |
EACH | 0.1 |
| 0641 | CLEAN SILT TRAP TYPE A NO.2 | 02706 | 36.000 |
36.000 |
$50.000 |
EACH | 0.0 |
| 0650 | STAKING | 02726 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.7 |
| 0660 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$50,000.000 |
LS | 1.0 |
| 0670 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$750.000 |
EACH | 0.0 |
| 0680 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 60.000 |
60.000 |
$160.000 |
M | 0.2 |
| 0690 | EROSION CONTROL BLANKET | 05950M | 2,540.000 |
2,540.000 |
$1.620 |
SQ M | 0.1 |
| 0691 | TEMPORARY MULCH | 05952M | 65,000.000 |
65,000.000 |
$0.140 |
SQ M | 0.2 |
| 0692 | TEMPORARY DITCH | 02159M | 2,101.000 |
2,101.000 |
$7.000 |
M | 0.3 |
| 0700 | TEMP SEEDING AND PROTECTION | 05953M | 4,150.000 |
4,150.000 |
$0.250 |
SQ M | 0.0 |
| 0710 | TOPDRESSING FERTILIZER | 05966M | 3.200 |
3.200 |
$480.000 |
MTON | 0.0 |
| 0720 | SEEDING AND PROTECTION | 05985M | 41,500.000 |
41,500.000 |
$0.350 |
SQ M | 0.3 |
| 0730 | SPECIAL SEEDING CROWN VETCH | 05989M | 11,500.000 |
11,500.000 |
$0.240 |
SQ M | 0.1 |
| 0740 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 12,900.000 |
12,900.000 |
$0.360 |
M | 0.1 |
| 0750 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 9,012.000 |
9,012.000 |
$0.390 |
M | 0.1 |
| 0760 | PAVE STRIPING-THERMO-100 MM Y | 06541M | 18.000 |
18.000 |
$12.880 |
M | 0.0 |
| 0770 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 1,500.000 |
1,500.000 |
$3.120 |
M | 0.1 |
| 0780 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 1,800.000 |
1,800.000 |
$3.120 |
M | 0.1 |
| 0790 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 15.000 |
15.000 |
$24.850 |
M | 0.0 |
| 0800 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 18.000 |
18.000 |
$98.000 |
EACH | 0.0 |
| 0810 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 681.000 |
681.000 |
$7.350 |
EACH | 0.1 |
| 0820 | PAVEMENT MARKER TYPE V-MW | 06589 | 112.000 |
112.000 |
$21.950 |
EACH | 0.1 |
| 0830 | PAVEMENT MARKER TYPE V-BY | 06591 | 392.000 |
392.000 |
$21.950 |
EACH | 0.2 |
| 0840 | CONCRETE-CLASS A | 08100M | 13.180 |
13.180 |
$200.000 |
CU M | 0.1 |
| 0850 | STEEL REINFORCEMENT | 08150M | 10.400 |
10.400 |
$9.000 |
KG | 0.0 |
| 0860 | SHOULDER CLOSURE | 20068MS112 | 4.000 |
4.000 |
$1,600.000 |
EACH | 0.1 |
| 0880 | CLEAN SILT TRAP TYPE C | 20497NS843 | 52.000 |
52.000 |
$65.000 |
EACH | 0.1 |
| 0890 | TEMPORARY MEDIAN CROSSOVER | 20545ND | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.2 |
| 0900 | TEMPORARY DRAINAGE STRUCTURE | 20549ND | 1.000 |
1.000 |
$1,400.000 |
LS | 0.0 |
| 1080 | LONGITUDINAL EDGE KEY | 20076MC | 1,200.000 |
1,200.000 |
$6.750 |
M | 0.2 |
| 1090 | LEVELING & WEDGING PG64-22 | 00190M | 1,000.000 |
725.000 |
$39.660 |
MTON | 0.8 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8001 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
53,000.000 |
$1.000 |
DOLL | 0.0 |
| 8002 | DROP BOX INLET TYPE 11 | 01544 | 0.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 8004 | SIDEWALK-100 MM CONCRETE | 02720M | 0.000 |
6.130 |
$48.440 |
SQ M | 0.0 |
| 8005 | COST PLUS WORK | 10080NSD | 0.000 |
10,963.930 |
$1.000 |
DOLL | 0.0 |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $3,092,499.88 |
| SM- Project | DE08204480506 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | STRUCTURE GRANULAR BACKFILL | 02231M | 144.000 |
144.000 |
$31.000 |
CU M | 0.1 |
| 0920 | MASONRY COATING | 02998M | 1,344.000 |
1,344.000 |
$10.000 |
SQ M | 0.3 |
| 0930 | STRUCTURE EXCAVATION-COMMON | 08001M | 156.000 |
156.000 |
$108.000 |
CU M | 0.4 |
| 0940 | REINF CONC SLOPE WALL-150 MM | 08016M | 962.000 |
962.000 |
$70.770 |
SQ M | 1.4 |
| 0950 | RETAINING WALL | 08018M | 124.000 |
124.000 |
$530.000 |
SQ M | 1.4 |
| 0960 | TEST PILES | 08033M | 104.000 |
104.000 |
$225.000 |
M | 0.5 |
| 0970 | PILES-STEEL HP360X132 | 08051M | 790.000 |
790.000 |
$185.000 |
M | 3.0 |
| 0980 | PILE POINTS-360 MM | 08095M | 73.000 |
73.000 |
$269.000 |
EACH | 0.4 |
| 0990 | CONCRETE-CLASS A | 08100M | 377.000 |
377.000 |
$620.000 |
CU M | 4.9 |
| 1000 | CONCRETE-CLASS AA | 08104M | 464.400 |
464.400 |
$660.000 |
CU M | 6.4 |
| 1010 | STEEL REINFORCEMENT | 08150M | 20,669.000 |
20,669.000 |
$1.850 |
KG | 0.8 |
| 1020 | STEEL REINF-EPOXY COATED | 08151M | 72,628.000 |
72,628.000 |
$2.000 |
KG | 3.0 |
| 1040 | PRECAST PC I BEAM TYPE 3 | 08633M | 569.500 |
569.500 |
$570.000 |
M | 6.8 |
| 1070 | ARMORED EDGE FOR CONCRETE | 03299M | 50.000 |
50.000 |
$210.000 |
M | 0.2 |
Category Total $1,416,592.39 |
| SM- Project | DE08204480506 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$220,000.000 |
LS | 4.6 |
| 1060 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$70,000.000 |
LS | 1.5 |
Category Total $290,000.00 |