|
Item List 040072 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 040072 | Primary Project Number | D073099804005 |
| Contract Description | OLIVET CHURCH ROAD (KY988) | ||
| Primary County | MCCRACKEN | Fed/St Number | BRZ 0103(266) |
| Vendor ID | 02618 | Vendor Name | JIM SMITH CONTRACTING COMPANY LLC |
| Bid Amount | $ 2,567,914.55 | ||
| SM- Project | D073099804005 |
| Fed/State Number | BRZ 0103(266) |
| Project Description | OLIVET CHURCH ROAD (KY988) |
| *********** |
| SM- Project | D073099804005 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | EMBANKMENT IN PLACE (REVISED 4-1-04) | 02230 | 124,135.000 |
124,716.450 |
$5.000 |
CUYD | 24.2 |
| 0020 | CLEARING AND GRUBBING 17.4 ACRES | 02545 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.6 |
| 0030 | STAKING | 02726 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.5 |
| 0040 | WATER | 02242 | 500.000 |
500.000 |
$2.180 |
MGAL | 0.0 |
| 0050 | EROSION CONTROL BLANKET | 05950 | 5,487.000 |
5,487.000 |
$1.200 |
SQYD | 0.3 |
| 0060 | SEEDING AND PROTECTION | 05985 | 114,967.000 |
114,967.000 |
$0.280 |
SQYD | 1.3 |
| 0070 | SPECIAL SEEDING CROWN VETCH | 05989 | 6,500.000 |
6,500.000 |
$0.150 |
SQYD | 0.0 |
| 0080 | SODDING | 05990 | 2,982.000 |
2,982.000 |
$3.500 |
SQYD | 0.4 |
| 0090 | TEMP SEEDING AND PROTECTION | 05953 | 11,500.000 |
11,500.000 |
$0.200 |
SQYD | 0.1 |
| 0100 | TOPDRESSING FERTILIZER | 05966 | 7.000 |
7.000 |
$400.000 |
TON | 0.1 |
| 0110 | GRANULAR EMBANKMENT | 02223 | 2,093.000 |
3,194.130 |
$14.670 |
CUYD | 1.2 |
| 0120 | CHANNEL LINING CLASS II INCLUDES 12 TONS FROM PIPE SUMMARY | 02483 | 1,324.000 |
1,374.000 |
$15.760 |
TON | 0.8 |
| 0130 | CHANNEL LINING CLASS III INCLUDES 90 TONS FROM PIPE SUMMARY | 02484 | 104.000 |
104.000 |
$15.760 |
TON | 0.1 |
| 0140 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,068.000 |
2,068.000 |
$2.000 |
SQYD | 0.2 |
| 0150 | FABRIC-GEOTEXTILE TYPE III | 02598 | 3,139.000 |
4,981.140 |
$1.810 |
SQYD | 0.2 |
| 0160 | SILT TRAP TYPE A | 02703 | 4.000 |
4.000 |
$224.350 |
EACH | 0.0 |
| 0170 | CLEAN SILT TRAP TYPE A | 02706 | 8.000 |
8.000 |
$42.960 |
EACH | 0.0 |
| 0180 | SILT CHECK SEE EROSION CONTROL PLANS FOR DETAILS | 02705 | 70.000 |
70.000 |
$153.070 |
EACH | 0.4 |
| 0190 | CLEAN SILT CHECK | 02708 | 140.000 |
140.000 |
$24.550 |
EACH | 0.1 |
| 0200 | TEMPORARY SILT FENCE | 02701 | 574.000 |
574.000 |
$1.860 |
LF | 0.0 |
| 0210 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,148.000 |
1,148.000 |
$0.440 |
LF | 0.0 |
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE INCLUDE RAILROAD CROSSING (REVISED4-1-04 | 02351 | 2,850.000 |
2,850.000 |
$15.100 |
LF | 1.7 |
| 0230 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,805.000 |
EACH | 0.3 |
| 0240 | GUARDRAIL END TREATMENT TYPE 4A (REVISED 4-1-04) | 02391 | 3.000 |
3.000 |
$1,837.000 |
EACH | 0.2 |
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 (REVISED 4-1-04) | 02360 | 1.000 |
1.000 |
$50.000 |
EACH | 0.0 |
| 0260 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$920.000 |
EACH | 0.0 |
| 0270 | REMOVE GUARDRAIL TO MCCRACKEN CO MAINTENANCE GARAGE | 02381 | 315.000 |
315.000 |
$2.500 |
LF | 0.0 |
| 0280 | REMOVE STRUCTURE 5 GARAGES, 2 CULVERTS, 1 TRESTLE BRIDGE | 02731 | 1.000 |
1.000 |
$18,000.000 |
LS | 0.7 |
| 0290 | REMOVE FENCE INCLUDES INSTALLING 1 CORNER POST | 02265 | 50.000 |
50.000 |
$5.000 |
LF | 0.0 |
| 0300 | REMOVE PAVEMENT | 02091 | 598.000 |
1,725.990 |
$5.090 |
SQYD | 0.1 |
| 0310 | ISLAND INTEGRAL CURB | 01845 | 100.000 |
100.000 |
$11.500 |
LF | 0.0 |
| 0320 | ASPHALT WEDGE CURB | 01897 | 1,204.000 |
1,260.000 |
$5.130 |
LF | 0.2 |
| 0330 | EDGE KEY | 02585 | 102.000 |
102.000 |
$65.000 |
LF | 0.3 |
| 0340 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,200.000 |
LS | 0.0 |
| 0350 | ASPH PAVE MILLING & TEXTURING | 02677 | 125.000 |
125.000 |
$47.000 |
TON | 0.2 |
| 0360 | CONCRETE-CLASS A | 08100 | 11.370 |
11.370 |
$630.150 |
CUYD | 0.3 |
| 0370 | STEEL REINFORCEMENT FROM PIPE SUMMARY | 08150 | 336.000 |
336.000 |
$0.010 |
LB | 0.0 |
| 0380 | PAVE STRIPING-PERM PAINT-4 IN (REVISED 4-1-04) | 06514 | 26,525.000 |
29,125.000 |
$0.080 |
LF | 0.1 |
| 0390 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 65.000 |
65.000 |
$0.500 |
LF | 0.0 |
| 0400 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 2.000 |
2.000 |
$50.000 |
EACH | 0.0 |
| 0410 | PAVE MARKING-R/R XBUCKS 16 INCH | 06563 | 40.000 |
40.000 |
$2.500 |
LF | 0.0 |
| 0420 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 173.000 |
173.000 |
$2.000 |
LF | 0.0 |
| 0430 | PAVE MARKING-PRE THERM CURV ARROW (REVISED 4-1-04) | 06574 | 9.000 |
9.000 |
$50.000 |
EACH | 0.0 |
| 0440 | PAVE MARKING-PREF THERMO ONLY | 06576 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0450 | PAVEMENT MARKER TYPE V-MW (REVISED 4-1-04) | 06589 | 80.000 |
90.000 |
$17.000 |
EACH | 0.1 |
| 0460 | PAVEMENT MARKER TYPE V-BY | 06591 | 130.000 |
190.000 |
$17.000 |
EACH | 0.1 |
| 0470 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$231.210 |
EACH | 0.1 |
| 0490 | SIGNS | 02562 | 614.000 |
614.000 |
$11.140 |
SQFT | 0.3 |
| 0500 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 10,800.000 |
10,800.000 |
$0.050 |
LF | 0.0 |
| 0510 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 7,700.000 |
7,700.000 |
$0.900 |
LF | 0.3 |
| 0520 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 7,900.000 |
7,900.000 |
$0.900 |
LF | 0.3 |
| 0530 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 40.000 |
53.000 |
$75.000 |
EACH | 0.1 |
| 0540 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | 86.000 |
86.000 |
$17.000 |
EACH | 0.1 |
| 0640 | PERFORATED PIPE-4 INCH | 01000 | 213.000 |
360.000 |
$3.730 |
LF | 0.0 |
| 0650 | NON-PERFORATED PIPE-4 INCH | 01010 | 36.000 |
36.000 |
$3.730 |
LF | 0.0 |
| 0660 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$402.340 |
EACH | 0.0 |
| 0670 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 2.000 |
2.000 |
$342.540 |
EACH | 0.0 |
| 0680 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3.000 |
3.000 |
$20.170 |
TON | 0.0 |
| 0690 | APPROACH SLAB | 08500 | 464.000 |
464.000 |
$115.000 |
SQYD | 2.1 |
| 0700 | STRUCTURE GRANULAR BACKFILL | 02231 | 115.000 |
115.000 |
$30.000 |
CUYD | 0.1 |
| 0710 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 82.000 |
82.000 |
$120.000 |
LF | 0.4 |
| 0720 | CL2 ASPH SURF 0.38D PG64-22 (REVISED 3-26-04) | 00301 | 181.000 |
181.000 |
$33.500 |
TON | 0.2 |
| 0740 | CL2 ASPH SURF 0.38B PG64-22 (REVISED 3-26-04) (REVISED 4-1-04) | 00307 | 1,508.000 |
1,508.000 |
$33.500 |
TON | 2.0 |
| 0760 | CL2 ASPH BASE 0.75D PG64-22 (REVISED 3-26-04) (REVISED 4-1-04) | 00221 | 7,143.000 |
7,723.000 |
$31.500 |
TON | 8.8 |
| 0770 | JPC PAVEMENT-6 INCH | 02075 | 116.000 |
785.150 |
$57.500 |
SQYD | 0.3 |
| 0780 | JPC PAVEMENT-9 INCH | 02073 | 18,127.000 |
18,576.490 |
$33.000 |
SQYD | 23.3 |
| 0790 | CRUSHED STONE BASE 115 LBS PER SY IN DEPTH (REVISED 4-1-04) | 00003 | 15,288.000 |
15,288.000 |
$14.000 |
TON | 8.3 |
| 0800 | ASPHALT SEAL AGGREGATE | 00100 | 78.000 |
78.000 |
$50.000 |
TON | 0.2 |
| 0810 | EMULSIFIED ASPHALT RS-2 | 00291 | 10.000 |
10.000 |
$400.000 |
TON | 0.2 |
| 0820 | CEMENT | 02542 | 620.000 |
620.000 |
$89.250 |
TON | 2.2 |
| 0830 | CEMENT STABILIZED ROADBED | 00008 | 33,887.000 |
33,887.000 |
$1.750 |
SQYD | 2.3 |
| 0840 | ASPHALT CURING SEAL | 00358 | 35.000 |
35.000 |
$222.330 |
TON | 0.3 |
| 0850 | SAND FOR BLOTTER | 02702 | 86.000 |
86.000 |
$11.670 |
TON | 0.0 |
| 0860 | ENTRANCE PIPE-18 INCH (REVISED 4-1-04) | 00441 | 304.000 |
304.000 |
$15.950 |
LF | 0.2 |
| 0870 | ENTRANCE PIPE-24 INCH | 00443 | 147.000 |
147.000 |
$20.000 |
LF | 0.1 |
| 0877 | ENTRANCE PIPE-30 INCH (RCPA) | 00445 | 36.000 |
36.000 |
$54.190 |
LF | 0.1 |
| 0880 | CULVERT PIPE-15 INCH | 00461 | 111.000 |
175.000 |
$22.970 |
LF | 0.1 |
| 0885 | CULVERT PIPE-24 INCH (RCPA) | 00464 | 128.000 |
128.000 |
$41.270 |
LF | 0.2 |
| 0890 | CULVERT PIPE-24 INCH (REVISED 4-1-04) | 00464 | 363.000 |
403.000 |
$32.250 |
LF | 0.5 |
| 0900 | CULVERT PIPE-30 INCH EQUIV | 00494 | 134.000 |
134.000 |
$48.350 |
LF | 0.3 |
| 0910 | CULVERT PIPE-30 INCH | 00466 | 209.000 |
209.000 |
$39.310 |
LF | 0.3 |
| 0920 | CULVERT PIPE-36 INCH EQUIV | 00496 | 124.000 |
124.000 |
$53.520 |
LF | 0.3 |
| 0930 | CULVERT PIPE-36 INCH | 00468 | 105.000 |
105.000 |
$49.240 |
LF | 0.2 |
| 0940 | STORM SEWER PIPE-15 INCH | 00521 | 516.000 |
516.000 |
$19.750 |
LF | 0.4 |
| 0950 | STORM SEWER PIPE-18 INCH | 00522 | 466.000 |
466.000 |
$22.640 |
LF | 0.4 |
| 0960 | DROP BOX INLET TYPE 13G | 01559 | 12.000 |
12.000 |
$1,719.440 |
EACH | 0.8 |
| 0970 | METAL END SECTION TY 3-24 INCH | 01393 | 4.000 |
4.000 |
$596.850 |
EACH | 0.1 |
| 0980 | METAL END SECTION TY 4-24 INCH | 01413 | 2.000 |
2.000 |
$525.750 |
EACH | 0.0 |
| 0990 | METAL END SECTION TY 3-30 INCH | 01394 | 6.000 |
6.000 |
$1,246.290 |
EACH | 0.3 |
| 1000 | METAL END SECTION TY 3-36 INCH | 01395 | 4.000 |
4.000 |
$1,750.810 |
EACH | 0.3 |
| 1010 | METAL END SECTION TY 4-30 INCH | 01414 | 2.000 |
2.000 |
$1,461.910 |
EACH | 0.1 |
| 1040 | MAINTAIN & CONTROL TRAFFIC (ADDED 2/24/04) | 02650 | 1.000 |
1.000 |
$8,909.570 |
LS | 0.3 |
| 1120 | GUARDRAIL END TREATMENT TYPE 2A (ADDED 4-1-04) | 02369 | 2.000 |
2.000 |
$565.000 |
EACH | 0.0 |
| 8000 | EW~ Operator wage adj. / To correct prevailing wage rate. | 10103NX | 0.000 |
10,000.000 |
$1.430 |
HOUR | 0.0 |
| 8001 | EW~ Teamster wage adj./ to correct prevailing wage. | 10103NX | 0.000 |
1,100.000 |
$1.300 |
HOUR | 0.0 |
| 8002 | REMOVE TEMP CONC BARRIER WALL | 02002 | 0.000 |
90.036 |
$16.660 |
LF | 0.0 |
| 8003 | ADJUST MANHOLE | 01792 | 0.000 |
2.000 |
$1,149.000 |
EACH | 0.0 |
| 8004 | EW~ Cost of insurance & flagging for removal of bridge over P&I. | 10090NX | 0.000 |
1.000 |
$6,138.120 |
LS | 0.0 |
| 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
512.800 |
$1.000 |
DOLL | 0.0 |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
3,298.140 |
$1.000 |
DOLL | 0.0 |
Category Total $2,354,330.12 |
| SM- Project | D073099804005 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | CONCRETE-CLASS A | 08100 | 48.700 |
48.700 |
$330.000 |
CUYD | 0.6 |
| 1060 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.2 |
| 1070 | CONCRETE-CLASS AA | 08104 | 24.200 |
24.200 |
$390.000 |
CUYD | 0.4 |
| 1080 | STRUCTURAL STEEL (APPROX. 2086 LBS) | 08160 | 1.000 |
1.000 |
$3,990.000 |
LS | 0.2 |
| 1100 | STEEL REINF-EPOXY COATED | 08151 | 2,500.000 |
2,500.000 |
$0.850 |
LB | 0.1 |
| 1110 | STEEL REINFORCEMENT | 08150 | 4,459.000 |
4,459.000 |
$0.750 |
LB | 0.1 |
Category Total $40,468.25 |
| SM- Project | D073099804005 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION | CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1020 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$120,559.360 |
LS | 4.7 |
| 1030 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$36,167.810 |
LS | 1.4 |
Category Total $156,727.17 |
| SM- Project | D073099804005 | CATEGORY NUMBER | 0004 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0550 | INSTALL LED SIGNAL-3 SECTION | 07636 | 8.000 |
8.000 |
$500.000 |
EACH | 0.2 |
| 0560 | CONDUIT-1 1/4 INCH | 04793 | 68.000 |
68.000 |
$10.000 |
LF | 0.0 |
| 0570 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0580 | TRENCHING AND BACKFILLING | 04820 | 68.000 |
68.000 |
$8.000 |
LF | 0.0 |
| 0590 | LOOP WIRE | 04830 | 970.000 |
970.000 |
$1.500 |
LF | 0.1 |
| 0600 | CABLE-NO. 14/1 PAIR | 04850 | 670.000 |
670.000 |
$3.500 |
LF | 0.1 |
| 0610 | LOOP SAW SLOT AND FILL | 04895 | 370.000 |
370.000 |
$12.000 |
LF | 0.2 |
| 0620 | CABLE-NO. 14/5C | 04844 | 350.000 |
350.000 |
$2.500 |
LF | 0.0 |
| 0630 | RESHAPING AND COMPACTING | 02241 | 300.000 |
300.000 |
$2.000 |
LF | 0.0 |
| 1090 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
Category Total $16,389.00 |