|
Item List 051131 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051131 | Primary Project Number | DE00100610531 |
| Contract Description | BURKESVILLE ROAD (KY 61) JL01 | ||
| Primary County | ADAIR | Fed/St Number | FD04 001 0061 010-013 |
| Vendor ID | 00190 | Vendor Name | ROSE CONSTRUCTION COMPANY INC |
| Bid Amount | $ 7,077,545.23 | ||
| SM- Project | DE00100610531 |
| Fed/State Number | FD04 001 0061 010-013 |
| Project Description | BURKESVILLE ROAD (KY 61) |
| *********** |
| SM- Project | DE00100610531 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 10.000 |
10.000 |
$20.000 |
TON | 0.0 |
| 0020 | PERFORATED PIPE-4 INCH | 01000 | 840.000 |
840.000 |
$8.250 |
LF | 0.1 |
| 0030 | NON-PERFORATED PIPE-4 INCH | 01010 | 838.000 |
838.000 |
$8.250 |
LF | 0.1 |
| 0040 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 6.000 |
6.000 |
$375.000 |
EACH | 0.0 |
| 0050 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0060 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0070 | ASPHALT WEDGE CURB | 01897 | 1,245.000 |
1,245.000 |
$9.000 |
LF | 0.2 |
| 0080 | ROADWAY EXCAVATION | 02200 | 472,615.000 |
432,615.000 |
$2.830 |
CUYD | 18.9 |
| 0090 | WATER | 02242 | 4,420.000 |
4,420.000 |
$1.500 |
MGAL | 0.1 |
| 0100 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 9,051.000 |
9,051.000 |
$4.220 |
LF | 0.5 |
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 3,900.000 |
3,900.000 |
$13.710 |
LF | 0.8 |
| 0120 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,940.000 |
EACH | 0.1 |
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 3.000 |
3.000 |
$2,796.500 |
EACH | 0.1 |
| 0140 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 13.000 |
13.000 |
$1,800.000 |
EACH | 0.3 |
| 0150 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 12.000 |
12.000 |
$40.550 |
EACH | 0.0 |
| 0160 | R/W MARKER RURAL TYPE 1 | 02434 | 56.000 |
56.000 |
$71.350 |
EACH | 0.1 |
| 0170 | EROSION CONTROL BLANKET | 05950 | 2,428.000 |
2,428.000 |
$1.110 |
SQYD | 0.0 |
| 0180 | CHANNEL LINING CLASS II | 02483 | 2,138.200 |
2,138.200 |
$15.000 |
TON | 0.5 |
| 0190 | CHANNEL LINING CLASS IV | 02488 | 975.900 |
975.900 |
$12.000 |
CUYD | 0.2 |
| 0200 | CLEARING AND GRUBBING 34.55 ACRES | 02545 | 1.000 |
1.000 |
$45,050.000 |
LS | 0.6 |
| 0210 | TEMPORARY SILT FENCE | 02701 | 1,298.000 |
1,298.000 |
$2.000 |
LF | 0.0 |
| 0220 | SILT TRAP TYPE A ALTERNATE 1 | 02703 | 25.000 |
25.000 |
$92.000 |
EACH | 0.0 |
| 0230 | SILT TRAP TYPE A ALTERNATE 2 | 02703 | 33.000 |
33.000 |
$1,275.000 |
EACH | 0.6 |
| 0240 | CLEAN SILT TRAP TYPE A ALTERNATE 1 | 02706 | 75.000 |
75.000 |
$46.000 |
EACH | 0.0 |
| 0250 | CLEAN SILT TRAP TYPE A ALTERNATE 2 | 02706 | 99.000 |
99.000 |
$138.000 |
EACH | 0.2 |
| 0260 | SILT TRAP TYPE B | 02704 | 154.000 |
154.000 |
$90.000 |
EACH | 0.2 |
| 0270 | CLEAN SILT CHECK | 02708 | 462.000 |
462.000 |
$20.000 |
EACH | 0.1 |
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,894.000 |
3,894.000 |
$1.000 |
LF | 0.1 |
| 0290 | STAKING | 02726 | 1.000 |
1.000 |
$48,000.000 |
LS | 0.7 |
| 0300 | TOPDRESSING FERTILIZER | 05966 | 14.129 |
14.129 |
$396.750 |
TON | 0.1 |
| 0310 | TEMP SEEDING AND PROTECTION | 05953 | 17,044.000 |
17,044.000 |
$0.180 |
SQYD | 0.0 |
| 0320 | SEEDING AND PROTECTION | 05985 | 91,253.000 |
91,253.000 |
$0.240 |
SQYD | 0.3 |
| 0330 | SPECIAL SEEDING CROWN VETCH | 05989 | 17,043.000 |
17,043.000 |
$0.170 |
SQYD | 0.0 |
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$50,262.000 |
LS | 0.7 |
| 0350 | REMOVE PAVEMENT | 02091 | 2,787.600 |
2,787.600 |
$5.400 |
SQYD | 0.2 |
| 0360 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,400.000 |
1,400.000 |
$1.050 |
LF | 0.0 |
| 0370 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 880.000 |
880.000 |
$1.050 |
LF | 0.0 |
| 0380 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 40,310.000 |
40,310.000 |
$0.180 |
LF | 0.1 |
| 0390 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 64.000 |
64.000 |
$8.120 |
LF | 0.0 |
| 0400 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 8.000 |
8.000 |
$98.000 |
EACH | 0.0 |
| 0410 | PAVEMENT MARKER TYPE V-BY | 06591 | 675.000 |
675.000 |
$19.950 |
EACH | 0.2 |
| 0420 | SIGNS | 02562 | 439.000 |
439.000 |
$6.000 |
SQFT | 0.0 |
| 0430 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$200.000 |
EACH | 0.0 |
| 0440 | EDGE KEY | 02585 | 50.600 |
50.600 |
$70.000 |
LF | 0.1 |
| 0450 | ISLAND HEADER CURB TYPE 2 | 01891 | 74.500 |
74.500 |
$27.750 |
LF | 0.0 |
| 0460 | TEMPORARY MULCH | 05952 | 91,253.000 |
91,253.000 |
$0.120 |
SQYD | 0.2 |
| 0470 | TEMPORARY SILT DITCH | 20594ES213 | 6,200.000 |
6,200.000 |
$3.000 |
LF | 0.3 |
| 0480 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 5,540.000 |
5,540.000 |
$45.000 |
TON | 3.5 |
| 0490 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 25,174.000 |
25,174.000 |
$38.750 |
TON | 13.8 |
| 0510 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,883.000 |
2,883.000 |
$38.750 |
TON | 1.6 |
| 0520 | CRUSHED STONE BASE | 00003 | 32,682.000 |
32,595.000 |
$11.500 |
TON | 5.3 |
| 0530 | ASPHALT SEAL AGGREGATE | 00100 | 228.000 |
228.000 |
$45.000 |
TON | 0.1 |
| 0540 | EMULSIFIED ASPHALT RS-2 | 00291 | 27.000 |
27.000 |
$450.000 |
TON | 0.2 |
| 0550 | ASPHALT SEAL COAT | 00103 | 1.000 |
1.000 |
$400.000 |
TON | 0.0 |
| 0551 | CULVERT PIPE-18 INCH | 00462 | 61.000 |
61.000 |
$82.250 |
LF | 0.1 |
| 0552 | CULVERT PIPE-24 INCH | 00464 | 67.000 |
67.000 |
$105.500 |
LF | 0.1 |
| 0560 | CULVERT PIPE-30 INCH | 00466 | 483.000 |
483.000 |
$111.000 |
LF | 0.8 |
| 0570 | CULVERT PIPE-36 INCH | 00468 | 401.000 |
401.000 |
$181.000 |
LF | 1.0 |
| 0580 | ENTRANCE PIPE-15 INCH | 00440 | 38.000 |
38.000 |
$14.500 |
LF | 0.0 |
| 0590 | ENTRANCE PIPE-18 INCH | 00441 | 244.000 |
244.000 |
$17.500 |
LF | 0.1 |
| 0600 | ENTRANCE PIPE-24 INCH | 00443 | 161.000 |
161.000 |
$22.500 |
LF | 0.1 |
| 0610 | ENTRANCE PIPE-30 INCH | 00445 | 28.000 |
28.000 |
$29.000 |
LF | 0.0 |
| 0620 | STORM SEWER PIPE-15 INCH | 00521 | 565.000 |
565.000 |
$24.750 |
LF | 0.2 |
| 0630 | STORM SEWER PIPE-18 INCH | 00522 | 163.000 |
163.000 |
$29.000 |
LF | 0.1 |
| 0640 | METAL END SECTION TY 1-18 INCH | 01371 | 4.000 |
4.000 |
$1,350.000 |
EACH | 0.1 |
| 0650 | METAL END SECTION TY 3-15 INCH | 01390 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0651 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 0652 | METAL END SECTION TY 3-24 INCH | 01393 | 2.000 |
2.000 |
$900.000 |
EACH | 0.0 |
| 0653 | METAL END SECTION TY 3-30 INCH | 01394 | 4.000 |
4.000 |
$2,600.000 |
EACH | 0.1 |
| 0660 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.1 |
| 0670 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | 1.000 |
1.000 |
$5,250.000 |
EACH | 0.1 |
| 0680 | DROP BOX INLET TYPE 13G | 01559 | 8.000 |
8.000 |
$1,400.000 |
EACH | 0.2 |
| 0681 | REMOVE PIPE | 01310 | 33.300 |
33.300 |
$11.000 |
LF | 0.0 |
| 0682 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0690 | FABRIC-GEOTEXTILE TYPE I | 02596 | 3,661.000 |
3,661.000 |
$2.000 |
SQYD | 0.1 |
| 0691 | SPECIAL EXCAVATION | 02204 | 50.000 |
50.000 |
$20.000 |
CUYD | 0.0 |
| 0700 | CONCRETE-CLASS A | 08100 | 15.130 |
15.130 |
$638.000 |
CUYD | 0.1 |
| 0710 | STEEL REINFORCEMENT | 08150 | 962.000 |
962.000 |
$1.000 |
LB | 0.0 |
| 8002 | REMOVE GUARDRAIL | 02381 | 0.000 |
100.000 |
$2.000 |
LF | 0.0 |
| 8003 | GRANDULAR PILE CORE | 21721EN | 0.000 |
723.000 |
$20.000 |
CUYD | 0.0 |
| 8004 | EW~ Cuvlert Pipe Headwall -30" (Reimbursement to Contractor) | 10094NX | 0.000 |
2.000 |
$787.110 |
EACH | 0.0 |
| 8005 | PERF PIPE HEADWALL TY 1-4 INCH (Reimbursement to Contractor) | 01020 | 0.000 |
2.000 |
$212.000 |
EACH | 0.0 |
| 8006 | DROP BOX INLET TYPE 13G (Reimbursement to Contractor) | 01559 | 0.000 |
2.000 |
$635.190 |
EACH | 0.0 |
| 8007 | EW~ Presplit | 10098NX | 0.000 |
16,300.000 |
$1.000 |
DOLL | 0.0 |
| 8008 | EW~ Delay Cost | 10098NX | 0.000 |
230,751.000 |
$1.000 |
DOLL | 0.0 |
| 8009 | FUEL ADJUSTMENT | 10020NS | 0.000 |
60,000.000 |
$1.000 |
DOLL | 0.0 |
| 8010 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
200,000.000 |
$1.000 |
DOLL | 0.0 |
| 8011 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
20,000.000 |
$1.000 |
DOLL | 0.0 |
| 8012 | EW~ REPAIR DAMAGED SEWER LINE | 10090NX | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
Category Total $3,864,791.87 |
| SM- Project | DE00100610531 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0720 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$332,279.110 |
LS | 4.7 |
| 0730 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$99,683.720 |
LS | 1.4 |
Category Total $431,962.83 |
| SM- Project | DE00100610531 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0740 | STRUCTURE GRANULAR BACKFILL | 02231 | 403.000 |
403.000 |
$20.000 |
CUYD | 0.1 |
| 0750 | MASONRY COATING | 02998 | 2,770.000 |
2,770.000 |
$9.000 |
SQYD | 0.4 |
| 0760 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 263.000 |
827.200 |
$40.000 |
CUYD | 0.1 |
| 0770 | FOUNDATION PREPARATION STA. 1142.00+85.00 | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 0780 | CYCLOPEAN STONE RIP RAP | 08019 | 634.000 |
634.000 |
$20.000 |
TON | 0.2 |
| 0790 | TEST PILES | 08033 | 36.000 |
36.000 |
$40.000 |
LF | 0.0 |
| 0800 | PILES-STEEL HP12X53 | 08046 | 829.000 |
829.000 |
$30.000 |
LF | 0.4 |
| 0810 | PILE POINTS-12 INCH | 08094 | 28.000 |
28.000 |
$100.000 |
EACH | 0.0 |
| 0820 | CONCRETE-CLASS A | 08100 | 1,038.200 |
1,038.200 |
$350.000 |
CUYD | 5.1 |
| 0830 | CONCRETE-CLASS AA | 08104 | 1,641.500 |
1,641.500 |
$360.000 |
CUYD | 8.3 |
| 0840 | STEEL REINFORCEMENT | 08150 | 188,747.000 |
188,482.000 |
$0.700 |
LB | 1.9 |
| 0850 | STEEL REINF-EPOXY COATED | 08151 | 437,841.000 |
439,101.000 |
$0.820 |
LB | 5.1 |
| 0860 | PRECAST PC I BEAM TYPE 4 54" | 08634 | 5,477.500 |
5,477.500 |
$198.000 |
LF | 15.3 |
| 0870 | ARMORED EDGE FOR CONCRETE | 03299 | 181.000 |
181.000 |
$75.000 |
LF | 0.2 |
| 8000 | STEEL REINFORCEMENT Reimbursement to Contractor | 08150 | 0.000 |
1,260.000 |
$0.405 |
LB | 0.0 |
| 8001 | MASS CONCRETE | 10040ES | 0.000 |
15.000 |
$178.080 |
CUYD | 0.0 |
Category Total $2,678,882.52 |
| SM- Project | DE00100610531 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE-CULVERT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0880 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 400.000 |
400.000 |
$40.000 |
CUYD | 0.2 |
| 0890 | FOUNDATION PREPARATION STA. 1167+00.00 | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0900 | CONCRETE-CLASS A | 08100 | 183.100 |
183.100 |
$350.000 |
CUYD | 0.9 |
| 0910 | STEEL REINFORCEMENT | 08150 | 16,890.000 |
16,890.000 |
$0.700 |
LB | 0.2 |
Category Total $101,908.00 |