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Item List 041211 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041211 | Primary Project Number | D035011104211 |
| Contract Description | HILLSBORO-POPLAR PLAINS ROAD (KY 111) | ||
| Primary County | FLEMING | Fed/St Number | BRO 5313 (006) |
| Vendor ID | 02621 | Vendor Name | R E HUBER CONSTRUCTION INC |
| Bid Amount | $ 2,910,168.71 | ||
| SM- Project | D035011104211 |
| Fed/State Number | BRO 5313 (006) |
| Project Description | HILLSBORO-POPLAR PLAINS ROAD (KY 111) |
| *********** |
| SM- Project | D035011104211 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ENTRANCE PIPE-15 INCH | 00440 | 144.000 |
144.000 |
$16.000 |
LF | 0.1 |
| 0020 | ENTRANCE PIPE-18 INCH | 00441 | 112.000 |
112.000 |
$18.000 |
LF | 0.1 |
| 0030 | ENTRANCE PIPE-30 INCH | 00445 | 83.000 |
83.000 |
$32.000 |
LF | 0.1 |
| 0040 | CULVERT PIPE-18 INCH | 00462 | 271.500 |
271.500 |
$18.000 |
LF | 0.2 |
| 0050 | CULVERT PIPE-24 INCH | 00464 | 60.500 |
60.500 |
$29.000 |
LF | 0.1 |
| 0060 | CULVERT PIPE-30 INCH | 00466 | 200.000 |
200.000 |
$40.000 |
LF | 0.3 |
| 0070 | CULVERT PIPE-48 INCH | 00470 | 36.000 |
36.000 |
$65.000 |
LF | 0.1 |
| 0080 | PERFORATED PIPE-4 INCH | 01000 | 422.000 |
422.000 |
$8.000 |
LF | 0.1 |
| 0090 | NON-PERFORATED PIPE-4 INCH | 01010 | 84.000 |
84.000 |
$13.000 |
LF | 0.0 |
| 0100 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 0110 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0120 | METAL END SECTION TY 1-18 INCH | 01371 | 1.000 |
1.000 |
$978.000 |
EACH | 0.0 |
| 0130 | METAL END SECTION TY 3-24 INCH | 01393 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0140 | METAL END SECTION TY 3-18 INCH | 01391 | 2.000 |
2.000 |
$525.000 |
EACH | 0.0 |
| 0150 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 4.000 |
4.000 |
$1,250.000 |
EACH | 0.2 |
| 0160 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 5.000 |
5.000 |
$3,400.000 |
EACH | 0.6 |
| 0170 | ISLAND HEADER CURB TYPE 1 | 01890 | 200.000 |
200.000 |
$13.000 |
LF | 0.1 |
| 0171 | REMOVE PAVEMENT | 02091 | 152.000 |
152.000 |
$2.000 |
SQYD | 0.0 |
| 0180 | ROADWAY EXCAVATION | 02200 | 234,940.000 |
234,940.000 |
$2.850 |
CUYD | 23.0 |
| 0190 | GRANULAR EMBANKMENT | 02223 | 2,850.000 |
2,850.000 |
$19.500 |
CUYD | 1.9 |
| 0200 | WATER | 02242 | 587.000 |
587.000 |
$4.000 |
MGAL | 0.1 |
| 0210 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 3,000.000 |
3,215.000 |
$14.600 |
LF | 1.5 |
| 0220 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$37.500 |
EACH | 0.0 |
| 0230 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
8.000 |
$1,788.000 |
EACH | 0.5 |
| 0240 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,950.000 |
EACH | 0.3 |
| 0250 | R/W MARKER RURAL TYPE 1 | 02434 | 40.000 |
40.000 |
$62.550 |
EACH | 0.1 |
| 0260 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 3.000 |
3.000 |
$57.150 |
EACH | 0.0 |
| 0270 | CHANNEL LINING CLASS II | 02483 | 3,126.000 |
3,126.000 |
$19.500 |
TON | 2.1 |
| 0280 | CHANNEL LINING CLASS III | 02484 | 378.000 |
378.000 |
$19.500 |
TON | 0.3 |
| 0290 | CLEARING AND GRUBBING 28.1 ACREA | 02545 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.3 |
| 0300 | SIGNS | 02562 | 254.000 |
254.000 |
$7.000 |
SQFT | 0.1 |
| 0310 | EDGE KEY | 02585 | 70.000 |
70.000 |
$50.000 |
LF | 0.1 |
| 0320 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 8,440.000 |
8,440.000 |
$1.550 |
SQYD | 0.4 |
| 0330 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$26,000.000 |
LS | 0.9 |
| 0340 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0350 | TEMPORARY SILT FENCE | 02701 | 6,581.000 |
6,581.000 |
$2.050 |
LF | 0.5 |
| 0360 | SILT TRAP TYPE B | 02704 | 10.000 |
10.000 |
$90.000 |
EACH | 0.0 |
| 0370 | SILT CHECK TYPE II | 02705 | 27.000 |
27.000 |
$65.000 |
EACH | 0.1 |
| 0380 | CLEAN SILT TRAP TYPE B | 02707 | 20.000 |
20.000 |
$50.000 |
EACH | 0.0 |
| 0390 | CLEAN SILT CHECK TYPE II | 02708 | 54.000 |
54.000 |
$50.000 |
EACH | 0.1 |
| 0400 | CLEAN TEMPORARY SILT FENCE | 02709 | 13,162.000 |
13,162.000 |
$1.000 |
LF | 0.5 |
| 0410 | STAKING | 02726 | 1.000 |
1.000 |
$19,000.000 |
LS | 0.7 |
| 0420 | REMOVE STRUCTURE 19+90 | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0430 | REMOVE STRUCTURE 55+30 | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0440 | EROSION CONTROL BLANKET | 05950 | 1,520.000 |
1,520.000 |
$1.150 |
SQYD | 0.1 |
| 0450 | TEMP SEEDING AND PROTECTION | 05953 | 10,165.000 |
10,165.000 |
$0.170 |
SQYD | 0.1 |
| 0460 | SEEDING AND PROTECTION | 05985 | 101,392.000 |
101,392.000 |
$0.240 |
SQYD | 0.8 |
| 0470 | SPECIAL SEEDING CROWN VETCH | 05989 | 36,612.000 |
36,612.000 |
$0.170 |
SQYD | 0.2 |
| 0480 | SODDING | 05990 | 147.000 |
147.000 |
$5.350 |
SQYD | 0.0 |
| 0490 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 8,000.000 |
8,000.000 |
$0.160 |
LF | 0.0 |
| 0500 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 26,400.000 |
26,400.000 |
$0.180 |
LF | 0.2 |
| 0510 | CONCRETE-CLASS A | 08100 | 5.820 |
5.820 |
$1,000.000 |
CUYD | 0.2 |
| 0520 | STEEL REINFORCEMENT | 08150 | 172.500 |
172.500 |
$2.000 |
LB | 0.0 |
| 0530 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,246.700 |
1,246.700 |
$43.360 |
TON | 1.9 |
| 0540 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 1,737.400 |
1,737.400 |
$43.360 |
TON | 2.6 |
| 0550 | LEVELING & WEDGING PG64-22 | 00190 | 91.700 |
91.700 |
$43.360 |
TON | 0.1 |
| 0560 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 11,908.400 |
11,908.400 |
$40.510 |
TON | 16.6 |
| 0570 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 3,939.200 |
3,939.200 |
$40.510 |
TON | 5.5 |
| 0580 | DGA BASE | 00001 | 19,660.800 |
19,660.800 |
$16.220 |
TON | 11.0 |
| 0590 | TRAFFIC BOUND BASE | 00020 | 500.000 |
500.000 |
$15.500 |
TON | 0.3 |
| 0600 | ASPHALT SEAL AGGREGATE | 00100 | 80.700 |
80.700 |
$45.000 |
TON | 0.1 |
| 0610 | EMULSIFIED ASPHALT RS-2 | 00291 | 9.700 |
9.700 |
$450.000 |
TON | 0.2 |
| 0612 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 7.000 |
7.000 |
$19.000 |
TON | 0.0 |
| 0614 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 5.000 |
5.000 |
$500.000 |
EACH | 0.1 |
| 8001 | FUEL ADJUSTMENT Fuel Adjustment | 10020NS | 0.000 |
52,150.090 |
$1.000 |
DOLL | 0.0 |
| 8002 | LOT PAY ADJUSTMENT Lot Pay Adj. | 10000NS | 0.000 |
13,059.836 |
$1.000 |
DOLL | 0.0 |
| 8003 | REMOVE GUARDRAIL Remove Guardrail | 02381 | 0.000 |
412.500 |
$1.540 |
LF | 0.0 |
| 8004 | CULVERT PIPE-18 INCH Extend culvert | 00462 | 0.000 |
40.000 |
$21.000 |
LF | 0.0 |
| 8005 | EW~ Remove and Reuse Metal End Section Type I-18" | 10090NX | 0.000 |
1.000 |
$600.000 |
LS | 0.0 |
| 8006 | EW~ Fill and Dress over pipe extension | 10090NX | 0.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 8007 | GUARDRAIL END TREATMENT TYPE 1 Guardrail End Treatment Type I | 02367 | 0.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 8008 | EW~ Slide Repair | 10090NX | 0.000 |
0.000 |
$3,500.000 |
LS | 0.0 |
| 8009 | EW~ Pavement Repair | 10090NX | 0.000 |
1.000 |
$11,500.000 |
LS | 0.0 |
| 8010 | ROADWAY EXCAVATION | 02200 | 0.000 |
850.000 |
$8.000 |
CUYD | 0.0 |
| 8011 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
550.000 |
$2.000 |
SQYD | 0.0 |
| 8012 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
1,025.000 |
$20.000 |
TON | 0.0 |
| 8013 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
Category Total $2,202,656.26 |
| SM- Project | D035011104211 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0620 | CONCRETE-CLASS A | 08100 | 701.700 |
701.700 |
$300.000 |
CUYD | 7.2 |
| 0630 | CONCRETE-CLASS AA | 08104 | 227.600 |
227.600 |
$455.000 |
CUYD | 3.6 |
| 0640 | STEEL REINFORCEMENT | 08150 | 66,845.000 |
66,845.000 |
$0.650 |
LB | 1.5 |
| 0650 | STEEL REINF-EPOXY COATED | 08151 | 44,163.000 |
44,163.000 |
$0.750 |
LB | 1.1 |
| 0655 | FOUNDATION PREPARATION 19+90 | 08003 | 1.000 |
1.000 |
$24,000.000 |
LS | 0.8 |
| 0660 | FOUNDATION PREPARATION 55+30 | 08003 | 1.000 |
1.000 |
$9,000.000 |
LS | 0.3 |
| 0670 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 414.700 |
414.700 |
$20.000 |
CUYD | 0.3 |
| 0680 | PRECAST PC I BEAM TYPE 2 | 08632 | 255.000 |
255.000 |
$185.000 |
LF | 1.6 |
| 0690 | PRECAST PC I BEAM TYPE 3 | 08633 | 386.000 |
386.000 |
$180.000 |
LF | 2.4 |
| 0700 | MASONRY COATING | 02998 | 949.300 |
949.300 |
$9.500 |
SQYD | 0.3 |
| 0710 | ARMORED EDGE FOR CONCRETE | 03299 | 212.500 |
212.500 |
$45.000 |
LF | 0.3 |
| 0720 | CYCLOPEAN STONE RIP RAP | 08019 | 499.000 |
499.000 |
$25.000 |
TON | 0.4 |
Category Total $579,644.35 |
| SM- Project | D035011104211 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0730 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$44,475.860 |
LS | 1.5 |
| 0740 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$83,392.240 |
LS | 2.9 |
Category Total $127,868.10 |