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Item List 041131 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041131 | Primary Project Number | DE05490040431 |
| Contract Description | E.T. BREATHITT PARKWAY (KY 9004) | ||
| Primary County | HOPKINS | Fed/St Number | NH 9004 (7) |
| Vendor ID | 00818 | Vendor Name | ROGERS GROUP INC |
| Bid Amount | $ 12,975,000.00 | ||
| SM- Project | DE05490040431 |
| Fed/State Number | NH 9004 (7) |
| Project Description | E.T. BREATHITT PARKWAY (KY 9004) |
| *********** |
| SM- Project | DE05490040431 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 78.000 |
78.000 |
$27.190 |
TON | 0.0 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 342.000 |
342.000 |
$44.640 |
TON | 0.1 |
| 0030 | PERFORATED PIPE-4 INCH | 01000 | 122,785.000 |
122,785.000 |
$4.700 |
LF | 4.4 |
| 0040 | NON-PERFORATED PIPE-4 INCH | 01010 | 8,408.000 |
8,408.000 |
$11.090 |
LF | 0.7 |
| 0050 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$34,861.060 |
LS | 0.3 |
| 0060 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 128.000 |
128.000 |
$396.150 |
EACH | 0.4 |
| 0070 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 78.000 |
78.000 |
$411.990 |
EACH | 0.2 |
| 0080 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 136.000 |
136.000 |
$422.560 |
EACH | 0.4 |
| 0090 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 58.000 |
58.000 |
$184.870 |
EACH | 0.1 |
| 0100 | REMOVE CONCRETE ROLL CURB | 01903 | 4,650.000 |
4,650.000 |
$3.170 |
LF | 0.1 |
| 0108 | STORM SEWER PIPE-18 INCH | 00522 | 0.000 |
72.000 |
$58.000 |
LF | 0.0 |
| 0110 | DELINEATOR FOR BARRIER-WHITE | 01984 | 155.000 |
155.000 |
$7.920 |
EACH | 0.0 |
| 0120 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 155.000 |
155.000 |
$7.920 |
EACH | 0.0 |
| 0130 | BARRICADE-TYPE III | 02014 | 20.000 |
20.000 |
$97.100 |
EACH | 0.0 |
| 0140 | EMBANKMENT IN PLACE | 02230 | 890.000 |
890.000 |
$12.680 |
CUYD | 0.1 |
| 0150 | DITCHING | 02237 | 25,100.000 |
25,100.000 |
$2.110 |
LF | 0.4 |
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 28,972.500 |
28,972.500 |
$15.160 |
LF | 3.4 |
| 0170 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 550.000 |
550.000 |
$20.440 |
LF | 0.1 |
| 0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$33.330 |
EACH | 0.0 |
| 0190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 10.000 |
10.000 |
$2,015.870 |
EACH | 0.2 |
| 0200 | CRASH CUSHION TYPE IX-A | 02365 | 4.000 |
4.000 |
$5,123.520 |
EACH | 0.2 |
| 0210 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
13.000 |
$2,967.420 |
EACH | 0.2 |
| 0220 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 27.000 |
28.000 |
$734.560 |
EACH | 0.2 |
| 0230 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 5.000 |
1.000 |
$710.950 |
EACH | 0.0 |
| 0240 | REMOVE GUARDRAIL | 02381 | 27,529.000 |
27,529.000 |
$1.470 |
LF | 0.3 |
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 6.000 |
6.000 |
$272.550 |
EACH | 0.0 |
| 0260 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 16.000 |
15.000 |
$1,957.500 |
EACH | 0.2 |
| 0270 | CHANNEL LINING CLASS II | 02483 | 400.000 |
400.000 |
$30.640 |
TON | 0.1 |
| 0280 | SIGNS | 02562 | 908.000 |
908.000 |
$5.580 |
SQFT | 0.0 |
| 0290 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | 80.000 |
80.000 |
$14.790 |
EACH | 0.0 |
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$275,061.960 |
LS | 2.1 |
| 0310 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$9,486.640 |
EACH | 0.3 |
| 0320 | TEMPORARY SILT FENCE | 02701 | 2,000.000 |
2,000.000 |
$2.320 |
LF | 0.0 |
| 0330 | SILT CHECK TYPE 2 | 02705 | 36.000 |
36.000 |
$221.840 |
EACH | 0.1 |
| 0340 | CLEAN SILT CHECK | 02708 | 72.000 |
72.000 |
$47.540 |
EACH | 0.0 |
| 0350 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,000.000 |
4,000.000 |
$1.160 |
LF | 0.0 |
| 0360 | STAKING | 02726 | 1.000 |
1.000 |
$34,598.320 |
LS | 0.3 |
| 0370 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,282.300 |
EACH | 0.0 |
| 0380 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
2.000 |
$7,183.490 |
EACH | 0.1 |
| 0390 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$1,584.590 |
EACH | 0.0 |
| 0400 | CRASH CUSHION TYPE IX | 02929 | 6.000 |
6.000 |
$5,651.720 |
EACH | 0.3 |
| 0410 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 2,440.000 |
2,440.000 |
$12.680 |
LF | 0.2 |
| 0420 | RELOCATE TEMP CONC MED BARRIER | 02003 | 2,440.000 |
2,440.000 |
$3.170 |
LF | 0.1 |
| 0430 | EROSION CONTROL BLANKET | 05950 | 84,934.000 |
84,934.000 |
$1.110 |
SQYD | 0.7 |
| 0440 | TEMP SEEDING AND PROTECTION | 05953 | 1,000.000 |
1,000.000 |
$0.370 |
SQYD | 0.0 |
| 0450 | TOPDRESSING FERTILIZER | 05966 | 5.000 |
5.000 |
$406.710 |
TON | 0.0 |
| 0460 | SEEDING AND PROTECTION | 05985 | 5,500.000 |
5,500.000 |
$0.320 |
SQYD | 0.0 |
| 0470 | FLEXIBLE DELINEATOR POST-W | 06417 | 230.000 |
230.000 |
$25.880 |
EACH | 0.0 |
| 0480 | FLEXIBLE DELINEATOR POST-Y | 06418 | 48.000 |
48.000 |
$25.880 |
EACH | 0.0 |
| 0490 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,800.000 |
1,800.000 |
$1.180 |
LF | 0.0 |
| 0500 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,800.000 |
1,800.000 |
$1.180 |
LF | 0.0 |
| 0510 | PAVEMENT MARKER TYPE IV-MW | 06580 | 90.000 |
90.000 |
$6.960 |
EACH | 0.0 |
| 0520 | PAVEMENT MARKER TYPE IV-MY | 06581 | 90.000 |
90.000 |
$6.960 |
EACH | 0.0 |
| 0530 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,025.000 |
1,025.000 |
$21.080 |
EACH | 0.2 |
| 0540 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 100.000 |
100.000 |
$21.080 |
EACH | 0.0 |
| 0550 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 299,960.000 |
299,960.000 |
$0.140 |
LF | 0.3 |
| 0560 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 91,863.000 |
91,863.000 |
$0.620 |
LF | 0.4 |
| 0570 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 73,490.000 |
73,490.000 |
$0.620 |
LF | 0.4 |
| 0580 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 500.000 |
500.000 |
$2.060 |
LF | 0.0 |
| 0590 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 770.000 |
770.000 |
$3.570 |
LF | 0.0 |
| 0600 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 610.000 |
610.000 |
$3.570 |
LF | 0.0 |
| 0610 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 400.000 |
400.000 |
$6.730 |
EACH | 0.0 |
| 0620 | ISLAND CURB AND GUTTER | 01825 | 300.000 |
300.000 |
$36.970 |
LF | 0.1 |
| 0630 | CURB BOX INLET TYPE B-T | 01484 | 8.000 |
8.000 |
$3,697.390 |
EACH | 0.2 |
| 0640 | LANE CLOSURE | 02653 | 6.000 |
6.000 |
$970.990 |
EACH | 0.0 |
| 0641 | RESHAPING MEDIAN | 20498ED | 37,915.000 |
37,915.000 |
$9.490 |
LF | 2.8 |
| 0650 | REPAIR EXISTING BLOWUP | 03247 | 2,400.000 |
2,400.000 |
$124.250 |
SQYD | 2.3 |
| 0660 | SILT TRAP TYPE C | 20496NS843 | 36.000 |
36.000 |
$295.790 |
EACH | 0.1 |
| 0670 | CLEAN SILT TRAP TYPE C | 20497NS843 | 72.000 |
72.000 |
$31.690 |
EACH | 0.0 |
| 0680 | CONCRETE-CLASS A | 08100 | 58.200 |
54.600 |
$713.070 |
CUYD | 0.3 |
| 0690 | STEEL REINFORCEMENT | 08150 | 1,366.000 |
1,330.000 |
$1.670 |
LB | 0.0 |
| 0700 | DGA BASE | 00001 | 31,177.000 |
26,437.000 |
$16.230 |
TON | 3.9 |
| 0710 | LEVELING & WEDGING PG64-22 | 00190 | 753.000 |
753.000 |
$43.000 |
TON | 0.2 |
| 0720 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 21,937.000 |
21,937.000 |
$46.000 |
TON | 7.8 |
| 0730 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 47,683.000 |
47,683.000 |
$40.000 |
TON | 14.7 |
| 0740 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 72,976.000 |
69,522.860 |
$37.000 |
TON | 20.8 |
| 0750 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 7,046.000 |
7,046.000 |
$43.250 |
TON | 2.3 |
| 0760 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 16,944.000 |
16,637.590 |
$43.500 |
TON | 5.7 |
| 0770 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 24,078.000 |
22,968.120 |
$41.000 |
TON | 7.6 |
| 0780 | ASPHALT SEAL AGGREGATE | 00100 | 775.000 |
775.000 |
$46.620 |
TON | 0.3 |
| 0790 | EMULSIFIED ASPHALT RS-2 | 00291 | 93.000 |
93.000 |
$358.690 |
TON | 0.3 |
| 0800 | ASPHALT PLACEMENT WITH MTV | 00338 | 136,222.000 |
126,222.000 |
$1.750 |
TON | 1.8 |
| 0810 | ASPH PAVE MILLING & TEXTURING | 02677 | 5,551.000 |
5,551.000 |
$19.540 |
TON | 0.8 |
| 0820 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,640.990 |
LS | 0.0 |
| 0830 | CL3 ASPH BASE 1.00D PG64-22 FOR EDGE DRAIN CAP | 00214 | 3,002.000 |
3,002.000 |
$39.000 |
TON | 0.9 |
| 0840 | CULVERT PIPE-15 INCH | 00461 | 112.000 |
136.000 |
$105.640 |
LF | 0.1 |
| 0850 | CULVERT PIPE-18 INCH | 00462 | 16.000 |
140.000 |
$105.640 |
LF | 0.0 |
| 0860 | CULVERT PIPE-24 INCH | 00464 | 60.000 |
64.000 |
$105.640 |
LF | 0.0 |
| 0870 | CULVERT PIPE-60 INCH | 00472 | 28.000 |
32.000 |
$253.540 |
LF | 0.1 |
| 0880 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 5.000 |
5.000 |
$2,640.990 |
EACH | 0.1 |
| 0890 | METAL END SECTION TY 2-18 INCH | 01381 | 2.000 |
1.000 |
$2,112.790 |
EACH | 0.0 |
| 0900 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
3.000 |
$2,535.350 |
EACH | 0.0 |
| 0910 | ADJUST MEDIAN BOX | 02010 | 36.000 |
36.000 |
$1,769.460 |
EACH | 0.5 |
| 0920 | REMOVE PIPE | 01310 | 204.000 |
246.000 |
$14.790 |
LF | 0.0 |
| 0930 | REMOVE HEADWALL | 02625 | 37.000 |
37.000 |
$248.250 |
EACH | 0.1 |
| 1050 | ROADWAY EXCAVATION | 02200 | 3,500.000 |
3,500.000 |
$6.340 |
CUYD | 0.2 |
| 1060 | SAFELOADING | 02690 | 20.000 |
20.000 |
$116.200 |
CUYD | 0.0 |
| 1110 | SAFETY BOX INLET-18 INCH SDB-1 | 01726 | 0.000 |
3.000 |
$2,420.000 |
EACH | 0.0 |
| 1120 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
787.500 |
$11.500 |
LF | 0.0 |
| 1130 | MILLED RUMBLE STRIPS | 90723EC | 0.000 |
162,562.000 |
$0.180 |
LF | 0.0 |
| 1140 | EW~ WATERBLASTING PAVEMENT STRIPING | 10093EX | 0.000 |
3,600.000 |
$2.060 |
LF | 0.0 |
| 1150 | CABLE-NO. 8/3C DUCTED | 04860 | 0.000 |
600.000 |
$6.000 |
LF | 0.0 |
| 1160 | CONDUIT-3 1/2 INCH | 04798 | 0.000 |
50.000 |
$36.000 |
LF | 0.0 |
| 1170 | JUNCTION BOX TYPE A | 20391MS835 | 0.000 |
2.000 |
$650.000 |
EACH | 0.0 |
| 1180 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
300.000 |
$4.000 |
LF | 0.0 |
| 1190 | OPEN CUT ROADWAY | 04821 | 0.000 |
40.000 |
$14.580 |
LF | 0.0 |
| 1200 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
60,207.500 |
$1.000 |
DOLL | 0.0 |
| 1210 | ISLAND HEADER CURB TYPE 2 | 01891 | 0.000 |
150.000 |
$39.000 |
LF | 0.0 |
| 1220 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
10,940.530 |
$1.000 |
DOLL | 0.0 |
| 1230 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
121,819.230 |
$1.000 |
DOLL | 0.0 |
| 1240 | FUEL ADJUSTMENT | 10020NS | 0.000 |
95,658.530 |
$1.000 |
DOLL | 0.0 |
Category Total $11,961,876.95 |
| SM- Project | DE05490040431 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0940 | REMOVE CONCRETE MASONRY | 02403 | 178.000 |
178.000 |
$279.940 |
CUYD | 0.4 |
| 0950 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 347.000 |
347.000 |
$116.200 |
LF | 0.3 |
| 0960 | ARMORED EDGE FOR CONCRETE | 03299 | 321.000 |
321.000 |
$47.540 |
LF | 0.1 |
| 0970 | CONCRETE BARRIER | 20172ED | 1,390.000 |
1,390.000 |
$79.230 |
LF | 0.8 |
| 0980 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 1,358.000 |
1,358.000 |
$2.110 |
LF | 0.0 |
| 0990 | WING SLAB | 20174ED | 192.000 |
192.000 |
$52.820 |
LF | 0.1 |
| 1000 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 1,396.000 |
1,396.000 |
$14.790 |
SQYD | 0.2 |
| 1010 | REINFORCED CONCRETE SLAB | 20186ED | 2,836.000 |
2,836.000 |
$114.090 |
SQYD | 2.5 |
| 1020 | MACHINE PREP OF SLAB | 08551 | 1,268.000 |
1,268.000 |
$14.790 |
SQYD | 0.1 |
| 1090 | MASONRY COATING | 02998 | 0.000 |
1,642.000 |
$7.970 |
SQYD | 0.0 |
| 1100 | MASS CONCRETE For Bridges on contract | 10040ES | 0.000 |
120.000 |
$146.280 |
CUYD | 0.0 |
Category Total $591,507.38 |
| SM- Project | DE05490040431 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1030 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$233,314.670 |
LS | 1.8 |
| 1040 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$188,301.000 |
LS | 1.5 |
Category Total $421,615.67 |