|
Item List 051048 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051048 | Primary Project Number | MP024002405R1 |
| Contract Description | PADUCAH-NASHVILLE ROAD (I-24) | ||
| Primary County | CHRISTIAN | Fed/St Number | 121GR05P050-FD52 |
| Vendor ID | 01273 | Vendor Name | WESTATE CONSTRUCTION INC |
| Bid Amount | $ 5,021,446.72 | ||
| SM- Project | MP024002405R1 |
| Fed/State Number | IM 24-3 (043) 65 |
| Project Description | PADUCAH-NASHVILLE ROAD (I-24) |
| *********** |
| SM- Project | MP024002405R1 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | EMBANKMENT IN PLACE | 02230 | 1,000.000 |
0.000 |
$5.000 |
CUYD | 0.1 |
| 0020 | DITCHING | 02237 | 10,000.000 |
0.000 |
$0.500 |
LF | 0.1 |
| 0030 | CHANNEL LINING CLASS II | 02483 | 500.000 |
0.000 |
$26.500 |
TON | 0.3 |
| 0040 | ROADWAY EXCAVATION | 02200 | 500.000 |
0.000 |
$5.000 |
CUYD | 0.0 |
| 0050 | GRANULAR REFILL | 20747ED | 500.000 |
0.000 |
$12.000 |
TON | 0.1 |
| 0060 | DGA BASE | 00001 | 200.000 |
0.000 |
$11.000 |
TON | 0.0 |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 480.000 |
480.000 |
$37.000 |
TON | 0.4 |
| 0080 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 150,000.000 |
150,000.000 |
$0.160 |
LF | 0.5 |
| 0090 | PAVE STRIPING-PERM PAINT-6 IN HD21 WHITE | 06515 | 90,075.000 |
90,073.750 |
$0.240 |
LF | 0.4 |
| 0100 | PAVE STRIPING-PERM PAINT-6 IN HD21 YELLOW | 06515 | 73,415.000 |
73,415.000 |
$0.240 |
LF | 0.4 |
| 0110 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,000.000 |
838.000 |
$20.950 |
EACH | 0.4 |
| 0120 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 1,000.000 |
1,000.000 |
$5.000 |
EACH | 0.1 |
| 0130 | PAVE STRIPING-TEMP REM TAPE-Y 6 INCHES | 06551 | 4,000.000 |
4,000.000 |
$1.130 |
LF | 0.1 |
| 0140 | PAVE STRIPING-TEMP REM TAPE-W 6 INCHES | 06550 | 4,000.000 |
4,000.000 |
$1.130 |
LF | 0.1 |
| 0150 | PAVE STRIPING-TEMP REM TAPE-B 8 INCHES | 06549 | 1,000.000 |
1,000.000 |
$2.650 |
LF | 0.1 |
| 0160 | REMOVE PCC PAVEMENT | 02058 | 250.000 |
2,089.490 |
$40.000 |
SQYD | 0.2 |
| 0170 | JPC PAVEMENT-10"/24 NON-REINFORCED | 20395ES501 | 250.000 |
2,089.490 |
$80.000 |
SQYD | 0.4 |
| 0180 | PARTIAL DEPTH PATCHING LATEX | 02110 | 33.000 |
33.000 |
$305.000 |
CUFT | 0.2 |
| 0190 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | 10,000.000 |
10,000.000 |
$1.550 |
LF | 0.3 |
| 0200 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | 34,000.000 |
34,000.000 |
$1.550 |
LF | 1.0 |
| 0210 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | 66,650.000 |
66,650.000 |
$1.550 |
LF | 2.1 |
| 0220 | PCC PAVEMENT DIAMOND GRINDING | 02060 | 177,750.000 |
177,750.000 |
$2.330 |
SQYD | 8.2 |
| 0230 | CLEAN ROADWAY DRAINS EDGE DRAIN HEADWALLS | 03260 | 30.000 |
30.000 |
$55.000 |
EACH | 0.0 |
| 0240 | PERFORATED PIPE-4 INCH | 01000 | 133,000.000 |
133,000.000 |
$4.400 |
LF | 11.7 |
| 0250 | NON-PERFORATED PIPE-4 INCH RIGID | 01010 | 9,000.000 |
9,000.000 |
$12.950 |
LF | 2.3 |
| 0260 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 500.000 |
500.000 |
$425.000 |
EACH | 4.2 |
| 0270 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 36.000 |
36.000 |
$300.000 |
EACH | 0.2 |
| 0280 | INSPECT & CERTIFY EDGE DRAIN SYSTEM CHRISTIAN COUNTY | 01015 | 1.000 |
1.000 |
$46,000.000 |
LS | 0.9 |
| 0290 | ASPHALT WEDGE CURB | 01897 | 10.000 |
10.000 |
$8.630 |
LF | 0.0 |
| 0300 | MOBILIZATION FOR MILL & TEXT CHRISTIAN COUNTY | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0310 | SHOULDER MILLING/TRENCHING 1.75 INCHES AVERAGE DEPTH | 20748ED | 118,600.000 |
118,600.000 |
$1.510 |
SQYD | 3.6 |
| 0320 | LEVELING & WEDGING PG64-22 | 00190 | 100.000 |
100.000 |
$55.910 |
TON | 0.1 |
| 0330 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 3,600.000 |
3,600.000 |
$50.000 |
TON | 3.6 |
| 0350 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 9,800.000 |
9,800.000 |
$52.310 |
TON | 10.2 |
| 0360 | MAINTAIN & CONTROL TRAFFIC CHRISTIAN COUNTY | 02650 | 1.000 |
1.000 |
$130,000.000 |
LS | 2.6 |
| 0370 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0380 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
3.000 |
$7,800.000 |
EACH | 0.3 |
| 0390 | SIGNS | 02562 | 900.000 |
900.000 |
$11.000 |
SQFT | 0.2 |
| 0393 | INSTALL PROJECT IDENTIFICATION SIGNS 44 X 72 WITH CHANNEL POSTS | 20588NC | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0397 | INSTALL PROJECT IDENTIFICATION SIGNS 72 X 120 WITH TYPE C POSTS | 20588NC | 1.000 |
1.000 |
$2,360.000 |
EACH | 0.0 |
| 0400 | LANE CLOSURE CHRISTIAN COUNTY | 02653 | 4.000 |
8.000 |
$900.000 |
EACH | 0.1 |
| 0410 | BARRICADE-TYPE III | 02014 | 10.000 |
11.000 |
$200.000 |
EACH | 0.0 |
| 0420 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 11.000 |
11.000 |
$850.000 |
EACH | 0.2 |
| 0430 | REMOVE GUARDRAIL END TREATMENT | 02396 | 11.000 |
11.000 |
$350.000 |
EACH | 0.1 |
| 0450 | BRIDGE END CONNECTOR TYPE E | 20749ND | 8.000 |
8.000 |
$1,125.000 |
EACH | 0.2 |
| 0460 | GUARDRAIL CONN TO BRIDGE END TY E-1 | 20522NS719 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 0465 | REMOVE BRIDGE END CONNECTOR | 20521NS719 | 12.000 |
12.000 |
$350.000 |
EACH | 0.1 |
| 0470 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 146,800.000 |
146,800.000 |
$0.260 |
LF | 0.8 |
| 8002 | FUEL ADJUSTMENT | 10020NS | 0.000 |
2,790.930 |
$1.000 |
DOLL | 0.0 |
| 8006 | ASPHALT ADJUSTMENT 024 PART | 10030NS | 0.000 |
70,243.010 |
$1.000 |
DOLL | 0.0 |
Category Total $2,863,046.90 |
| SM- Project | MP024002405R1 | CATEGORY NUMBER | 0002 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | CONDUIT-1 1/4 INCH | 04793 | 110.000 |
110.000 |
$7.000 |
LF | 0.0 |
| 0490 | TRENCHING AND BACKFILLING | 04820 | 110.000 |
110.000 |
$5.000 |
LF | 0.0 |
| 0500 | PIEZOELECTRIC SENSOR | 04829 | 4.000 |
4.000 |
$1,106.000 |
EACH | 0.1 |
| 0510 | LOOP WIRE | 04830 | 1,180.000 |
1,180.000 |
$1.100 |
LF | 0.0 |
| 0520 | CABLE-NO. 14/1 PAIR | 04850 | 280.000 |
280.000 |
$2.200 |
LF | 0.0 |
| 0530 | LOOP SAW SLOT AND FILL | 04895 | 340.000 |
340.000 |
$10.000 |
LF | 0.1 |
| 0540 | WOOD POST | 20360ES818 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0550 | JUNCTION BOX TYPE A | 20391ES835 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
Category Total $11,758.00 |
| SM- Project | MP024002405R1 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0560 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$44,525.142 |
LS | 0.9 |
Category Total $44,525.14 |
| SM- Project | MP024002405R1 | CATEGORY NUMBER | 0004 | CATEGORY Description | NON PARTICIATING FEDERAL FUNDS | 3-18-08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8001 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
5,729.650 |
$1.000 |
DOLL | 0.0 |
| 8008 | ASPHALT ADJUSTMENT 024 NON PARTICIPATING | 10030NS | 0.000 |
5,699.750 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | MP111002405R1 |
| Fed/State Number | IM 24-3 (043) 65 |
| Project Description | PADUCAH-NASHVILLE ROAD (I-24) |
| *********** |
| SM- Project | MP111002405R1 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | EMBANKMENT IN PLACE | 02230 | 700.000 |
700.000 |
$5.000 |
CUYD | 0.1 |
| 0020 | DITCHING | 02237 | 10,000.000 |
10,000.000 |
$0.500 |
LF | 0.1 |
| 0030 | CHANNEL LINING CLASS II | 02483 | 400.000 |
400.000 |
$26.500 |
TON | 0.2 |
| 0040 | ROADWAY EXCAVATION | 02200 | 400.000 |
400.000 |
$5.000 |
CUYD | 0.0 |
| 0050 | GRANULAR REFILL | 20747ED | 400.000 |
400.000 |
$12.000 |
TON | 0.1 |
| 0060 | DGA BASE | 00001 | 200.000 |
200.000 |
$11.000 |
TON | 0.0 |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 325.000 |
325.000 |
$37.000 |
TON | 0.2 |
| 0080 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 106,500.000 |
106,500.000 |
$0.160 |
LF | 0.3 |
| 0090 | PAVE STRIPING-PERM PAINT-6 IN HD21 WHITE | 06515 | 62,275.000 |
62,275.000 |
$0.240 |
LF | 0.3 |
| 0100 | PAVE STRIPING-PERM PAINT-6 IN HD21 YELLOW | 06515 | 50,435.000 |
50,435.000 |
$0.240 |
LF | 0.2 |
| 0110 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 600.000 |
600.000 |
$20.950 |
EACH | 0.3 |
| 0120 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 600.000 |
600.000 |
$5.000 |
EACH | 0.1 |
| 0130 | PAVE STRIPING-TEMP REM TAPE-Y 6 INCHES | 06551 | 4,000.000 |
4,000.000 |
$1.130 |
LF | 0.1 |
| 0140 | PAVE STRIPING-TEMP REM TAPE-W 6 INCHES | 06550 | 4,000.000 |
4,000.000 |
$1.130 |
LF | 0.1 |
| 0150 | PAVE STRIPING-TEMP REM TAPE-B 8 INCHES | 06549 | 1,000.000 |
1,000.000 |
$2.650 |
LF | 0.1 |
| 0160 | REMOVE PCC PAVEMENT | 02058 | 535.000 |
1,622.720 |
$40.000 |
SQYD | 0.4 |
| 0170 | JPC PAVEMENT-10"/24 NON-REINFORCED | 20395ES501 | 535.000 |
1,622.720 |
$80.000 |
SQYD | 0.9 |
| 0180 | PARTIAL DEPTH PATCHING LATEX | 02110 | 25.000 |
147.440 |
$305.000 |
CUFT | 0.2 |
| 0190 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | 8,000.000 |
8,000.000 |
$1.550 |
LF | 0.2 |
| 0200 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | 23,650.000 |
23,650.000 |
$1.550 |
LF | 0.7 |
| 0210 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | 47,325.000 |
47,325.000 |
$1.550 |
LF | 1.5 |
| 0220 | PCC PAVEMENT DIAMOND GRINDING | 02060 | 126,185.000 |
126,185.000 |
$2.330 |
SQYD | 5.9 |
| 0230 | CLEAN ROADWAY DRAINS EDGE DRAIN HEADWALLS | 03260 | 20.000 |
20.000 |
$55.000 |
EACH | 0.0 |
| 0240 | PERFORATED PIPE-4 INCH | 01000 | 95,000.000 |
95,000.000 |
$4.400 |
LF | 8.3 |
| 0250 | NON-PERFORATED PIPE-4 INCH RIGID | 01010 | 6,500.000 |
6,500.000 |
$12.950 |
LF | 1.7 |
| 0260 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 325.000 |
325.000 |
$425.000 |
EACH | 2.8 |
| 0270 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 25.000 |
25.000 |
$300.000 |
EACH | 0.1 |
| 0280 | INSPECT & CERTIFY EDGE DRAIN SYSTEM TRIGG COUNTY | 01015 | 1.000 |
1.000 |
$31,000.000 |
LS | 0.6 |
| 0290 | ASPHALT WEDGE CURB | 01897 | 60.000 |
60.000 |
$8.630 |
LF | 0.0 |
| 0300 | MOBILIZATION FOR MILL & TEXT TRIGG COUNTY | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0310 | SHOULDER MILLING/TRENCHING 1.75 INCHES AVERAGE DEPTH | 20748ED | 82,325.000 |
82,325.000 |
$1.510 |
SQYD | 2.5 |
| 0320 | LEVELING & WEDGING PG64-22 | 00190 | 100.000 |
100.000 |
$55.910 |
TON | 0.1 |
| 0340 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,465.000 |
2,465.000 |
$50.000 |
TON | 2.5 |
| 0350 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 6,800.000 |
6,800.000 |
$52.310 |
TON | 7.1 |
| 0360 | MAINTAIN & CONTROL TRAFFIC TRIGG COUNTY | 02650 | 1.000 |
1.000 |
$87,000.000 |
LS | 1.7 |
| 0370 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0380 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
3.000 |
$7,800.000 |
EACH | 0.3 |
| 0390 | SIGNS | 02562 | 900.000 |
900.000 |
$11.000 |
SQFT | 0.2 |
| 0393 | INSTALL PROJECT IDENTIFICATION SIGNS 44 X 72 WITH CHANNEL POSTS | 20588NC | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0397 | INSTALL PROJECT IDENTIFICATION SIGNS 72 X 120 WITH TYPE C POSTS | 20588NC | 1.000 |
1.000 |
$2,360.000 |
EACH | 0.0 |
| 0400 | LANE CLOSURE TRIGG COUNTY | 02653 | 4.000 |
8.000 |
$900.000 |
EACH | 0.1 |
| 0410 | BARRICADE-TYPE III | 02014 | 10.000 |
11.000 |
$200.000 |
EACH | 0.0 |
| 0420 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 5.000 |
5.000 |
$850.000 |
EACH | 0.1 |
| 0430 | REMOVE GUARDRAIL END TREATMENT | 02396 | 5.000 |
5.000 |
$350.000 |
EACH | 0.0 |
| 0450 | BRIDGE END CONNECTOR TYPE E | 20749ND | 8.000 |
8.000 |
$1,125.000 |
EACH | 0.2 |
| 0460 | GUARDRAIL CONN TO BRIDGE END TY E-1 | 20522NS719 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 0465 | REMOVE BRIDGE END CONNECTOR | 20521NS719 | 12.000 |
12.000 |
$350.000 |
EACH | 0.1 |
| 0470 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 97,750.000 |
97,750.000 |
$0.260 |
LF | 0.5 |
| 8007 | ASPHALT ADJUSTMENT 111 PART | 10030NS | 0.000 |
61,317.180 |
$1.000 |
DOLL | 0.0 |
| 8010 | FUEL ADJUSTMENT 111 PART | 10020NS | 0.000 |
2,471.850 |
$1.000 |
DOLL | 0.0 |
Category Total $2,060,675.25 |
| SM- Project | MP111002405R1 | CATEGORY NUMBER | 0002 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | CONDUIT-1 1/4 INCH | 04793 | 110.000 |
110.000 |
$7.000 |
LF | 0.0 |
| 0490 | TRENCHING AND BACKFILLING | 04820 | 110.000 |
110.000 |
$5.000 |
LF | 0.0 |
| 0500 | PIEZOELECTRIC SENSOR | 04829 | 4.000 |
4.000 |
$1,106.000 |
EACH | 0.1 |
| 0510 | LOOP WIRE | 04830 | 1,180.000 |
1,180.000 |
$1.100 |
LF | 0.0 |
| 0520 | CABLE-NO. 14/1 PAIR | 04850 | 280.000 |
280.000 |
$2.200 |
LF | 0.0 |
| 0530 | LOOP SAW SLOT AND FILL | 04895 | 340.000 |
340.000 |
$10.000 |
LF | 0.1 |
| 0540 | WOOD POST | 20360ES818 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0550 | JUNCTION BOX TYPE A | 20391ES835 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
Category Total $11,758.00 |
| SM- Project | MP111002405R1 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0560 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$29,683.428 |
LS | 0.6 |
Category Total $29,683.42 |
| SM- Project | MP111002405R1 | CATEGORY NUMBER | 0004 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS | 3-18-08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8006 | FUEL ADJUSTMENT NON PARTICIPATING 111 | 10020NS | 0.000 |
5,014.400 |
$1.000 |
DOLL | 0.0 |
| 8009 | ASPHALT ADJUSTMENT NON PARTICIPATING 111 | 10030NS | 0.000 |
4,779.910 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |