Item List 051040 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 051040 | Primary Project Number | DE05201460540 |
Contract Description | LAGRANGE-NEW CASTLE ROAD (KY 146) | ||
Primary County | HENRY | Fed/St Number | STPS 5162(18) |
Vendor ID | 02623 | Vendor Name | HICON CONSTRUCTION LLC |
Bid Amount | $ 1,276,402.59 |
SM- Project | DE05201460540 |
Fed/State Number | STPS 5162(18) |
Project Description | LAGRANGE-NEW CASTLE ROAD (KY 146) |
*********** |
SM- Project | DE05201460540 | 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 | 00003 | 5,450.000 |
5,450.000 |
$15.250 |
TON | 6.5 |
0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 6,527.000 |
6,527.000 |
$43.000 |
TON | 22.0 |
0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 915.000 |
915.000 |
$49.000 |
TON | 3.5 |
0040 | ENTRANCE PIPE-18 INCH | 00441 | 86.000 |
86.000 |
$27.000 |
LF | 0.2 |
0050 | CULVERT PIPE-24 INCH | 00464 | 101.000 |
101.000 |
$50.000 |
LF | 0.4 |
0060 | CULVERT PIPE-48 INCH | 00470 | 67.000 |
67.000 |
$95.000 |
LF | 0.5 |
0070 | CULVERT PIPE-60 INCH EQUIV | 00501 | 46.000 |
46.000 |
$200.000 |
LF | 0.7 |
0080 | CULVERT PIPE-78 INCH EQUIV | 00505 | 132.000 |
132.000 |
$260.000 |
LF | 2.7 |
0090 | PERFORATED PIPE-4 INCH | 01000 | 32.000 |
32.000 |
$8.000 |
LF | 0.0 |
0100 | NON-PERFORATED PIPE-4 INCH | 01010 | 8.000 |
8.000 |
$8.000 |
LF | 0.0 |
0110 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
0120 | REMOVE PIPE | 01310 | 120.000 |
120.000 |
$5.000 |
LF | 0.0 |
0130 | METAL END SECTION TY 1-18 INCH | 01371 | 4.000 |
4.000 |
$1,100.000 |
EACH | 0.3 |
0140 | METAL END SECTION TY 3-24 INCH | 01393 | 2.000 |
2.000 |
$900.000 |
EACH | 0.1 |
0150 | METAL END SECTION TY 3-60 INCH | 01399 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.9 |
0160 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
0170 | REMOVE PAVEMENT | 02091 | 1,436.000 |
1,436.000 |
$4.000 |
SQYD | 0.5 |
0180 | TEMPORARY DITCH | 02159 | 4,033.000 |
4,033.000 |
$5.000 |
LF | 1.6 |
0190 | ROADWAY EXCAVATION | 02200 | 58,865.000 |
58,865.000 |
$4.600 |
CUYD | 21.2 |
0200 | GRANULAR EMBANKMENT | 02223 | 3,500.000 |
3,500.000 |
$20.000 |
CUYD | 5.5 |
0210 | BACKFILLING UNDERCUT | 02235 | 1,100.000 |
1,100.000 |
$20.000 |
CUYD | 1.7 |
0220 | WATER | 02242 | 280.000 |
280.000 |
$0.010 |
MGAL | 0.0 |
0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,075.000 |
2,075.000 |
$14.540 |
LF | 2.4 |
0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$45.000 |
EACH | 0.0 |
0250 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$2,803.550 |
EACH | 0.2 |
0260 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$2,099.550 |
EACH | 0.3 |
0270 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 29.000 |
29.000 |
$1.300 |
EACH | 0.0 |
0280 | CHANNEL LINING CLASS II | 02483 | 1,442.000 |
1,442.000 |
$18.000 |
TON | 2.0 |
0290 | CHANNEL LINING CLASS III | 02484 | 785.000 |
785.000 |
$19.000 |
TON | 1.2 |
0300 | CLEARING AND GRUBBING 9.41 ACRES | 02545 | 1.000 |
1.000 |
$124,600.000 |
LS | 9.8 |
0310 | SIGNS | 02562 | 480.000 |
480.000 |
$6.000 |
SQFT | 0.2 |
0320 | EDGE KEY | 02585 | 41.000 |
41.000 |
$22.000 |
LF | 0.1 |
0330 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 10,850.000 |
10,850.000 |
$2.000 |
SQYD | 1.7 |
0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$14,300.000 |
LS | 1.1 |
0350 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$4,200.000 |
LS | 0.3 |
0360 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$3,100.000 |
LS | 0.2 |
0370 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | 1.000 |
1.000 |
$10,400.000 |
LS | 0.8 |
0380 | DIVERSIONS (BY-PASS DETOURS) NO. 4 | 02651 | 1.000 |
1.000 |
$4,400.000 |
LS | 0.3 |
0390 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.9 |
0400 | TEMPORARY SILT FENCE | 02701 | 4,095.000 |
4,095.000 |
$2.000 |
LF | 0.6 |
0410 | SILT TRAP TYPE A | 02703 | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
0420 | SILT TRAP TYPE B | 02704 | 25.000 |
25.000 |
$350.000 |
EACH | 0.7 |
0430 | CLEAN SILT TRAP TYPE A | 02706 | 6.000 |
6.000 |
$75.000 |
EACH | 0.0 |
0440 | CLEAN SILT TRAP TYPE B | 02707 | 50.000 |
50.000 |
$100.000 |
EACH | 0.4 |
0450 | CLEAN TEMPORARY SILT FENCE | 02709 | 8,190.000 |
8,190.000 |
$0.500 |
LF | 0.3 |
0460 | STAKING | 02726 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.9 |
0470 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.2 |
0480 | EROSION CONTROL BLANKET | 05950 | 17,766.000 |
17,766.000 |
$1.300 |
SQYD | 1.8 |
0490 | TEMPORARY MULCH | 05952 | 4,170.000 |
4,170.000 |
$0.170 |
SQYD | 0.1 |
0500 | TEMP SEEDING AND PROTECTION | 05953 | 4,170.000 |
4,170.000 |
$0.250 |
SQYD | 0.1 |
0510 | TOPDRESSING FERTILIZER | 05966 | 0.220 |
0.220 |
$1,000.000 |
TON | 0.0 |
0520 | SEEDING AND PROTECTION | 05985 | 35,000.000 |
35,000.000 |
$0.330 |
SQYD | 0.9 |
0530 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 10,680.000 |
10,680.000 |
$0.300 |
LF | 0.3 |
0540 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 8,166.000 |
8,166.000 |
$0.300 |
LF | 0.2 |
0550 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 137.000 |
137.000 |
$9.750 |
EACH | 0.1 |
0560 | PAVEMENT MARKER TYPE V-BY | 06591 | 102.000 |
102.000 |
$40.300 |
EACH | 0.3 |
0570 | CONCRETE-CLASS A | 08100 | 18.030 |
18.030 |
$800.000 |
CUYD | 1.1 |
0580 | STEEL REINFORCEMENT | 08150 | 1,189.000 |
1,189.000 |
$2.000 |
LB | 0.2 |
0600 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$400.000 |
EACH | 0.1 |
8000 | TEMPORARY GUARDRAIL Temporary Guardrail needed for Diversion #2 | 02397 | 0.000 |
325.000 |
$10.500 |
LF | 0.0 |
8001 | GUARDRAIL END TREATMENT TYPE 7 End Treatments Needed for Temporary Guardrail at Diversion 2 | 02371 | 0.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
8002 | REMOVE GUARDRAIL | 02381 | 0.000 |
920.000 |
$1.750 |
LF | 0.0 |
8003 | EW~ Claim Settlement | 10098NX | 0.000 |
80,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $1,257,539.50 |
SM- Project | DE05201460540 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$18,863.090 |
LS | 1.5 |
Category Total $18,863.09 |