|
Item List 041219 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041219 | Primary Project Number | DE07300600419 |
| Contract Description | IRVIN-COBB DRIVE (US60) | ||
| Primary County | MCCRACKEN | Fed/St Number | STPS 60-1 (146) |
| Vendor ID | 00237 | Vendor Name | H & G CONSTRUCTION COMPANY INC |
| Bid Amount | $ 1,056,311.21 | ||
| SM- Project | DE07300600419 |
| Fed/State Number | STPS 60-1 (146) |
| Project Description | IRVIN-COBB DRIVE (US60) |
| *********** |
| SM- Project | DE07300600419 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 2,095.000 |
2,095.000 |
$19.490 |
TON | 3.9 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 346.000 |
346.000 |
$44.900 |
TON | 1.5 |
| 0040 | CL3 ASPH BASE 1.00D PG70-22 | 00215 | 490.000 |
0.000 |
$45.900 |
TON | 2.1 |
| 0060 | CL3 ASPH SURF 0.50A PG70-22 | 00331 | 394.000 |
0.000 |
$46.900 |
TON | 1.7 |
| 0070 | STORM SEWER PIPE-15 INCH | 00521 | 1,050.000 |
1,120.000 |
$31.290 |
LF | 3.1 |
| 0080 | CURB BOX INLET TYPE A | 01456 | 16.000 |
16.000 |
$3,875.000 |
EACH | 5.9 |
| 0090 | JUNCTION BOX-15 INCH | 01641 | 3.000 |
3.000 |
$950.000 |
EACH | 0.3 |
| 0100 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 5.000 |
5.000 |
$485.000 |
EACH | 0.2 |
| 0110 | STANDARD CURB AND GUTTER | 01810 | 3,584.000 |
3,584.000 |
$17.100 |
LF | 5.8 |
| 0120 | JPC PAVEMENT-10 INCH | 02069 | 7,900.000 |
7,900.000 |
$51.640 |
SQYD | 38.6 |
| 0130 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 649.000 |
718.032 |
$44.490 |
SQYD | 2.7 |
| 0140 | ROADWAY EXCAVATION | 02200 | 1,509.000 |
3,019.000 |
$22.480 |
CUYD | 3.2 |
| 0150 | WATER | 02242 | 390.000 |
390.000 |
$0.010 |
MGAL | 0.0 |
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 550.000 |
550.000 |
$18.000 |
LF | 0.9 |
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.3 |
| 0180 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.1 |
| 0190 | REMOVE GUARDRAIL | 02381 | 170.000 |
512.500 |
$4.000 |
LF | 0.1 |
| 0200 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 33.000 |
33.000 |
$59.300 |
EACH | 0.2 |
| 0210 | CHANNEL LINING CLASS II | 02483 | 10.000 |
10.000 |
$28.000 |
TON | 0.0 |
| 0220 | CLEARING AND GRUBBING 1.163 ACRES | 02545 | 1.000 |
1.000 |
$31,665.000 |
LS | 3.0 |
| 0230 | SIGNS | 02562 | 675.520 |
675.520 |
$18.000 |
SQFT | 1.2 |
| 0240 | EDGE KEY | 02585 | 82.000 |
110.000 |
$62.000 |
LF | 0.5 |
| 0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$12,450.000 |
LS | 1.2 |
| 0260 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.7 |
| 0270 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$15,300.000 |
EACH | 2.9 |
| 0280 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
0.000 |
$2,000.000 |
LS | 0.2 |
| 0290 | ASPH PAVE MILLING & TEXTURING | 02677 | 1,662.000 |
0.000 |
$14.000 |
TON | 2.2 |
| 0300 | SAFELOADING | 02690 | 6.600 |
6.600 |
$85.000 |
CUYD | 0.1 |
| 0310 | TEMPORARY SILT FENCE | 02701 | 657.000 |
657.000 |
$1.150 |
LF | 0.1 |
| 0320 | SILT CHECK TYPE II | 02705 | 1.000 |
1.000 |
$60.000 |
EACH | 0.0 |
| 0330 | CLEAN SILT CHECK | 02708 | 2.000 |
2.000 |
$25.000 |
EACH | 0.0 |
| 0340 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,314.000 |
1,314.000 |
$0.500 |
LF | 0.1 |
| 0350 | SIDEWALK-4 INCH CONCRETE | 02720 | 1,065.000 |
1,065.000 |
$38.500 |
SQYD | 3.9 |
| 0360 | STAKING | 02726 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.6 |
| 0370 | TEMP SEEDING AND PROTECTION | 05953 | 275.000 |
275.000 |
$0.400 |
SQYD | 0.0 |
| 0380 | SEEDING AND PROTECTION | 05985 | 2,745.000 |
2,745.000 |
$0.400 |
SQYD | 0.1 |
| 0390 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 3,300.000 |
12,300.000 |
$0.150 |
LF | 0.0 |
| 0400 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 8,855.000 |
8,855.000 |
$0.200 |
LF | 0.2 |
| 0410 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 13,500.000 |
3,500.000 |
$1.750 |
LF | 2.2 |
| 0420 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 9,000.000 |
3,000.000 |
$1.750 |
LF | 1.5 |
| 0430 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | 670.000 |
670.000 |
$3.000 |
LF | 0.2 |
| 0440 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 95.000 |
95.000 |
$10.000 |
LF | 0.1 |
| 0450 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 2,711.000 |
2,711.000 |
$3.000 |
SQFT | 0.8 |
| 0460 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 8.000 |
8.000 |
$100.000 |
EACH | 0.1 |
| 0470 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 0480 | PAVEMENT MARKER TYPE V-MW | 06589 | 40.000 |
40.000 |
$25.000 |
EACH | 0.1 |
| 0490 | PAVEMENT MARKER TYPE V-BY | 06591 | 34.000 |
34.000 |
$25.000 |
EACH | 0.1 |
| 0500 | CONCRETE-CLASS A | 08100 | 1.610 |
2.692 |
$2,200.000 |
CUYD | 0.3 |
| 0510 | STEEL REINFORCEMENT | 08150 | 7.000 |
7.000 |
$0.010 |
LB | 0.0 |
| 0520 | SILT CHECK (MOD) | 20073ES213 | 18.000 |
18.000 |
$65.000 |
EACH | 0.1 |
| 0530 | CLEAN SILT CHECK (MOD) | 20074ES213 | 36.000 |
36.000 |
$10.000 |
EACH | 0.0 |
| 0540 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 24.000 |
0.000 |
$200.000 |
EACH | 0.5 |
| 0550 | SANITARY SEWER LATERAL REPAIR | 20474NC | 10.000 |
10.000 |
$250.000 |
EACH | 0.2 |
| 0560 | CAP SANITARY SEWER LATERAL | 20475NC | 6.000 |
6.000 |
$150.000 |
EACH | 0.1 |
| 8000 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 0.000 |
773.690 |
$44.900 |
TON | 0.0 |
| 8001 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 0.000 |
201.830 |
$50.900 |
TON | 0.0 |
| 8002 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 0.000 |
355.000 |
$52.900 |
TON | 0.0 |
| 8003 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 0.000 |
307.000 |
$54.900 |
TON | 0.0 |
Category Total $990,702.06 |
| SM- Project | DE07300600419 | CATEGORY NUMBER | 0002 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0570 | CONDUIT-1 1/4 INCH | 04793 | 328.000 |
328.000 |
$8.000 |
LF | 0.2 |
| 0580 | CONDUIT-2 INCH | 04795 | 291.000 |
291.000 |
$12.500 |
LF | 0.3 |
| 0590 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0600 | TRENCHING AND BACKFILLING | 04820 | 429.000 |
429.000 |
$8.000 |
LF | 0.3 |
| 0610 | OPEN CUT ROADWAY | 04821 | 110.000 |
110.000 |
$43.770 |
LF | 0.5 |
| 0620 | LOOP WIRE | 04830 | 2,347.000 |
2,347.000 |
$0.500 |
LF | 0.1 |
| 0630 | CABLE-NO. 14/5C | 04844 | 3,493.000 |
3,493.000 |
$1.400 |
LF | 0.5 |
| 0640 | CABLE-NO. 14/1 PAIR | 04850 | 2,330.000 |
2,330.000 |
$1.400 |
LF | 0.3 |
| 0650 | SIGNAL PEDESTAL | 04882 | 6.000 |
6.000 |
$550.000 |
EACH | 0.3 |
| 0660 | MESSENGER-10800 LB | 04885 | 389.000 |
389.000 |
$2.250 |
LF | 0.1 |
| 0670 | LOOP SAW SLOT AND FILL | 04895 | 1,051.000 |
1,051.000 |
$9.000 |
LF | 0.9 |
| 0680 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$210.000 |
EACH | 0.2 |
| 0690 | INSTALL CONTROLLER TYPE 170 | 04931 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.2 |
| 0700 | INSTALL STEEL STRAIN POLE | 04932 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.2 |
| 0710 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$600.000 |
EACH | 0.1 |
| 0720 | INSTALL SPAN MOUNTED SIGN | 06472 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0730 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | 8.000 |
8.000 |
$200.000 |
EACH | 0.2 |
| 0740 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 10.000 |
10.000 |
$200.000 |
EACH | 0.2 |
| 0750 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | 10.000 |
10.000 |
$200.000 |
EACH | 0.2 |
Category Total $49,998.15 |
| SM- Project | DE07300600419 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0760 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$15,611.000 |
LS | 1.5 |
Category Total $15,611.00 |