Item List 051129 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 051129 | Primary Project Number | DE06500520529 |
Contract Description | BEATTYVILLE-JACKSON ROAD (KY 52) JL01 | ||
Primary County | LEE | Fed/St Number | FD04 065 0052 014-015 |
Vendor ID | 00137 | Vendor Name | HINKLE CONTRACTING CORPORATION |
Bid Amount | $ 3,699,648.89 |
SM- Project | DE06500520529 |
Fed/State Number | FD04 065 0052 014-015 |
Project Description | BEATTYVILLE-JACKSON ROAD (KY 52) |
*********** |
SM- Project | DE06500520529 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | ROADWAY EXCAVATION | 02200 | 511,546.000 |
530,078.115 |
$5.300 |
CUYD | 73.3 |
0020 | WATER | 02242 | 191.000 |
191.000 |
$1.600 |
MGAL | 0.0 |
0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 550.000 |
550.000 |
$17.000 |
LF | 0.3 |
0040 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$52.600 |
EACH | 0.0 |
0050 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$2,050.000 |
EACH | 0.1 |
0060 | REMOVE GUARDRAIL | 02381 | 537.500 |
537.500 |
$1.600 |
LF | 0.0 |
0070 | R/W MARKER RURAL TYPE 1 | 02434 | 26.000 |
26.000 |
$77.900 |
EACH | 0.1 |
0080 | CLEARING AND GRUBBING 10 ACRES | 02545 | 1.000 |
1.000 |
$68,246.000 |
LS | 1.8 |
0090 | SIGNS | 02562 | 203.000 |
403.000 |
$7.800 |
SQFT | 0.0 |
0100 | EDGE KEY | 02585 | 40.000 |
40.000 |
$70.000 |
LF | 0.1 |
0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$160,905.000 |
LS | 4.3 |
0120 | TEMPORARY SILT FENCE | 02701 | 2,380.000 |
2,380.000 |
$4.000 |
LF | 0.3 |
0130 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,760.000 |
4,760.000 |
$1.000 |
LF | 0.1 |
0140 | SILT TRAP TYPE B | 02704 | 4.000 |
4.000 |
$987.000 |
EACH | 0.1 |
0150 | CLEAN SILT TRAP TYPE B | 02707 | 8.000 |
8.000 |
$492.000 |
EACH | 0.1 |
0160 | TEMP SEEDING AND PROTECTION | 05953 | 1,076.000 |
1,076.000 |
$0.300 |
SQYD | 0.0 |
0170 | STAKING | 02726 | 1.000 |
1.000 |
$40,000.000 |
LS | 1.1 |
0180 | TEMPORARY SILT DITCH | 20594ES213 | 2,366.000 |
2,366.000 |
$2.300 |
LF | 0.1 |
0190 | REMOVE DROP BOX INLET | 01585 | 2.000 |
2.000 |
$322.000 |
EACH | 0.0 |
0200 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$224.000 |
EACH | 0.0 |
0210 | REMOVE RETAINING WALL | 20479NS613 | 1.000 |
1.000 |
$473.000 |
LS | 0.0 |
0220 | REMOVE PIPE | 01310 | 190.000 |
190.000 |
$11.000 |
LF | 0.1 |
0230 | SEEDING AND PROTECTION | 05985 | 26,900.000 |
26,900.000 |
$0.300 |
SQYD | 0.2 |
0240 | SPECIAL SEEDING CROWN VETCH | 05989 | 20,548.000 |
20,548.000 |
$0.200 |
SQYD | 0.1 |
0250 | TOPDRESSING FERTILIZER | 05966 | 2.000 |
2.000 |
$516.000 |
TON | 0.0 |
0260 | TEMPORARY MULCH | 05952 | 26,900.000 |
26,900.000 |
$0.150 |
SQYD | 0.1 |
0270 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 8,064.000 |
8,064.000 |
$0.350 |
LF | 0.1 |
0280 | SCARIFYING PAVEMENT | 02678 | 1,008.000 |
1,008.000 |
$1.200 |
SQYD | 0.0 |
0290 | TEMP SIGNAL 2 PHASE | 04933 | 2.000 |
2.000 |
$17,570.000 |
EACH | 0.9 |
0300 | DGA BASE | 00001 | 3,609.000 |
3,809.000 |
$19.900 |
TON | 1.9 |
0310 | TRAFFIC BOUND BASE | 00020 | 200.000 |
200.000 |
$18.300 |
TON | 0.1 |
0320 | ASPHALT SEAL AGGREGATE | 00100 | 18.000 |
18.000 |
$180.000 |
TON | 0.1 |
0330 | EMULSIFIED ASPHALT RS-2 | 00291 | 4.300 |
4.300 |
$450.000 |
TON | 0.1 |
0340 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 4,248.500 |
4,248.500 |
$48.000 |
TON | 5.5 |
0350 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 484.500 |
484.500 |
$55.000 |
TON | 0.7 |
0360 | CULVERT PIPE-48 INCH | 00470 | 64.200 |
64.200 |
$170.000 |
LF | 0.3 |
0370 | ENTRANCE PIPE-18 INCH | 00441 | 40.000 |
40.000 |
$38.000 |
LF | 0.0 |
0380 | CULVERT PIPE-30 INCH | 00466 | 68.800 |
68.800 |
$159.000 |
LF | 0.3 |
0390 | CHANNEL LINING CLASS III | 02484 | 241.200 |
691.200 |
$28.700 |
TON | 0.2 |
0400 | CONCRETE-CLASS A | 08100 | 11.100 |
11.100 |
$932.000 |
CUYD | 0.3 |
0410 | STEEL REINFORCEMENT | 08150 | 719.000 |
719.000 |
$1.000 |
LB | 0.0 |
0420 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$5,645.000 |
EACH | 0.2 |
0430 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | 1.000 |
1.000 |
$3,520.000 |
EACH | 0.1 |
0440 | METAL END SECTION TY 4-48 INCH | 01417 | 1.000 |
1.000 |
$6,172.000 |
EACH | 0.2 |
0450 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$3,235.000 |
EACH | 0.1 |
8000 | PNEUMATIC BACKSTOWING | 20667ED | 0.000 |
80.000 |
$255.937 |
TON | 0.0 |
8001 | DELINEATOR FOR BARRIER-WHITE | 01984 | 0.000 |
61.000 |
$5.500 |
EACH | 0.0 |
8002 | PERFORATED PIPE-6 INCH | 01001 | 0.000 |
500.000 |
$12.000 |
LF | 0.0 |
8003 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
38.000 |
$7.900 |
EACH | 0.0 |
8004 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 0.000 |
24.000 |
$6.050 |
LF | 0.0 |
8005 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
4,144.000 |
$0.600 |
LF | 0.0 |
8006 | EROSION CONTROL BLANKET | 05950 | 0.000 |
15,667.430 |
$1.400 |
SQYD | 0.0 |
8007 | TEMPORARY SIGNAL | 04935 | 0.000 |
1.000 |
$5,365.000 |
LS | 0.0 |
8008 | SILT CHECK | 02705 | 0.000 |
8.000 |
$165.000 |
EACH | 0.0 |
8009 | CLEAN SILT CHECK | 02708 | 0.000 |
8.000 |
$82.500 |
EACH | 0.0 |
8010 | EW~ EXTRA WORK-BARRIER WALL INSTALLATION | 10090NX | 0.000 |
1.000 |
$7,825.000 |
LS | 0.0 |
8011 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
2,122.000 |
$0.350 |
LF | 0.0 |
8012 | EW~ Extra Work~Roadway Excavation #1 | 10090NX | 0.000 |
1.000 |
$151,962.600 |
LS | 0.0 |
8013 | EW~ Roadway Excavation #2 | 10090NX | 0.000 |
1.000 |
$151,779.790 |
LS | 0.0 |
8014 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
2,250.000 |
$21.500 |
TON | 0.0 |
8015 | NON-PERFORATED PIPE-6 INCH | 01011 | 0.000 |
100.000 |
$15.000 |
LF | 0.0 |
8016 | EW~ REMOVE & RESET END TREATMENT | 10094NX | 0.000 |
2.000 |
$100.000 |
EACH | 0.0 |
8017 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
400.000 |
$15.000 |
LF | 0.0 |
8019 | FABRIC-GEOTEXTILE TYPE I | 02596 | 0.000 |
4,000.000 |
$3.500 |
SQYD | 0.0 |
8020 | MAINTAIN & CONTROL TRAFFIC SPECIAL | 02650 | 0.000 |
1.000 |
$67,250.000 |
LS | 0.0 |
8021 | STAKING | 02726 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
8022 | RAILROAD RAILS-DRILLED | 03234 | 0.000 |
14,000.000 |
$21.750 |
LF | 0.0 |
8023 | EXCAVATION AND BACKFILL | 03235 | 0.000 |
1,482.000 |
$16.500 |
CUYD | 0.0 |
8024 | CRIBBING | 03236 | 0.000 |
7,500.000 |
$8.950 |
SQFT | 0.0 |
8025 | HORIZONTAL DRAIN | 22410EN | 0.000 |
400.000 |
$45.000 |
LF | 0.0 |
8026 | EW~ REGRADE SLOPE | 10090NX | 0.000 |
1.000 |
$8,500.000 |
LS | 0.0 |
8027 | MOBILIZATION SPECIAL | 02568 | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
8028 | EW~ HPDE ENCASEMENT PIPE-42 INCH | 10093EX | 0.000 |
60.000 |
$430.000 |
LF | 0.0 |
8029 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
33,754.250 |
$1.000 |
DOLL | 0.0 |
8030 | FUEL ADJUSTMENT | 10020NS | 0.000 |
43,018.190 |
$1.000 |
DOLL | 0.0 |
8031 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
3,074.380 |
$1.000 |
DOLL | 0.0 |
Category Total $3,458,311.44 |
SM- Project | DE06500520529 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION/MOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0095 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$133,400.000 |
LS | 3.6 |
0460 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$53,000.000 |
LS | 1.4 |
Category Total $186,400.00 |
SM- Project | DE06500520529 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0470 | PVC PIPE-6 INCH | 03385 | 2,067.000 |
2,067.000 |
$18.950 |
LF | 1.1 |
0480 | GATE VALVE-6 INCH | 03526 | 2.000 |
2.000 |
$740.000 |
EACH | 0.0 |
0490 | TIE-IN 6 INCH | 03466 | 2.000 |
2.000 |
$1,160.000 |
EACH | 0.1 |
0500 | REMOVE-REINSTALL FIRE HYDRANT | 03436 | 1.000 |
1.000 |
$3,160.000 |
EACH | 0.1 |
0510 | COPPER PIPE-1 INCH | 03361 | 295.000 |
295.000 |
$15.800 |
LF | 0.1 |
0520 | REMOVE AND RELOCATE METER | 03432 | 5.000 |
5.000 |
$526.000 |
EACH | 0.1 |
0530 | ROAD BORE 1" SERVICE LINE | 20818ED | 96.000 |
96.000 |
$15.800 |
LF | 0.0 |
Category Total $54,937.45 |