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Item List 161249 |
Date:07/12/2019 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 161249 | Primary Project Number | DE04213841649 |
| Contract Description | RULE SHACK ROAD (CR 1384) | ||
| Primary County | GRAVES | Fed/St Number | STP BRZ 0103 (369) |
| Vendor ID | 02618 | Vendor Name | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY |
| Bid Amount | $ 1,368,704.09 | ||
| SM- Project | DE04213841649 |
| Fed/State Number | STP BRZ 0103 (369) |
| Project Description | RULE SHACK ROAD (CR 1384) |
| *********** |
| SM- Project | DE04213841649 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 137.000 |
137.000 |
$29.320 |
TON | 0.3 |
| 0035 | ENTRANCE PIPE-15 IN | 00440 | 88.000 |
88.000 |
$25.950 |
LF | 0.2 |
| 0040 | PERFORATED PIPE-4 IN | 01000 | 24.000 |
24.000 |
$8.000 |
LF | 0.0 |
| 0045 | NON-PERFORATED PIPE-4 IN | 01010 | 16.000 |
16.000 |
$9.000 |
LF | 0.0 |
| 0050 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 2.000 |
2.000 |
$650.000 |
EACH | 0.1 |
| 0055 | ISLAND HEADER CURB TYPE 1 | 01890 | 100.000 |
100.000 |
$59.440 |
LF | 0.4 |
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 40.000 |
40.000 |
$6.500 |
EACH | 0.0 |
| 0065 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 12.000 |
12.000 |
$10.000 |
EACH | 0.0 |
| 0070 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$200.000 |
EACH | 0.1 |
| 0075 | TEMP DITCH | 02159 | 447.000 |
447.000 |
$0.490 |
LF | 0.0 |
| 0080 | CLEAN TEMP DITCH | 02160 | 894.000 |
894.000 |
$0.240 |
LF | 0.0 |
| 0085 | EMBANKMENT IN PLACE | 02230 | 11,702.000 |
11,702.000 |
$9.390 |
CUYD | 8.0 |
| 0090 | WATER (FOR DUST CONTROL) | 02242 | 20.000 |
20.000 |
$0.270 |
MGAL | 0.0 |
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 887.500 |
887.500 |
$14.750 |
LF | 1.0 |
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$40.000 |
EACH | 0.0 |
| 0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,100.000 |
EACH | 0.6 |
| 0110 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,850.000 |
EACH | 0.3 |
| 0115 | WITNESS POST | 02432 | 7.000 |
7.000 |
$50.000 |
EACH | 0.0 |
| 0120 | CHANNEL LINING CLASS III | 02484 | 327.000 |
327.000 |
$29.630 |
TON | 0.7 |
| 0125 | CLEARING AND GRUBBING (APPROXIMATELY 2 ACRES) | 02545 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.6 |
| 0130 | TEMPORARY SIGNS | 02562 | 134.000 |
134.000 |
$10.000 |
SQFT | 0.1 |
| 0135 | EDGE KEY | 02585 | 18.000 |
18.000 |
$50.000 |
LF | 0.1 |
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.1 |
| 0145 | SAFELOADING | 02690 | 6.000 |
6.000 |
$100.000 |
CUYD | 0.0 |
| 0150 | TEMP SILT FENCE | 02701 | 447.000 |
447.000 |
$2.000 |
LF | 0.1 |
| 0155 | SILT TRAP TYPE A | 02703 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0160 | SILT TRAP TYPE B | 02704 | 6.000 |
6.000 |
$150.000 |
EACH | 0.1 |
| 0165 | SILT TRAP TYPE C | 02705 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0170 | CLEAN SILT TRAP TYPE A | 02706 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0175 | CLEAN SILT TRAP TYPE B | 02707 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0180 | CLEAN SILT TRAP TYPE C | 02708 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0185 | STAKING | 02726 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.3 |
| 0190 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$75,489.800 |
LS | 5.5 |
| 0195 | EROSION CONTROL BLANKET | 05950 | 3,744.000 |
3,744.000 |
$1.150 |
SQYD | 0.3 |
| 0200 | TEMP MULCH | 05952 | 7,432.000 |
7,432.000 |
$0.300 |
SQYD | 0.2 |
| 0205 | TEMP SEEDING AND PROTECTION | 05953 | 7,432.000 |
7,432.000 |
$0.300 |
SQYD | 0.2 |
| 0210 | INITIAL FERTILIZER | 05963 | 0.200 |
0.200 |
$1,000.000 |
TON | 0.0 |
| 0215 | 20-10-10 FERTILIZER | 05964 | 0.300 |
0.300 |
$1,000.000 |
TON | 0.0 |
| 0220 | SEEDING AND PROTECTION | 05985 | 4,555.000 |
4,555.000 |
$0.650 |
SQYD | 0.2 |
| 0225 | AGRICULTURAL LIMESTONE | 05992 | 3.000 |
3.000 |
$75.000 |
TON | 0.0 |
| 0230 | CONCRETE-CLASS A (ROADWAY) | 08100 | 8.000 |
8.000 |
$750.000 |
CUYD | 0.4 |
| 0235 | STEEL REINFORCEMENT (ROADWAY) | 08150 | 450.000 |
450.000 |
$0.960 |
LB | 0.0 |
| 0240 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 910.000 |
910.000 |
$4.500 |
SQYD | 0.3 |
| 0245 | R/W MONUMENT TYPE 3 | 24540 | 13.000 |
13.000 |
$80.000 |
EACH | 0.1 |
| 8710 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $280,412.19 |
| SM- Project | DE04213841649 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE - ILLINOIS CENTRAL RR - DWG. 27565 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0250 | STRUCTURE GRANULAR BACKFILL | 02231 | 148.000 |
148.000 |
$54.000 |
CUYD | 0.6 |
| 0255 | MASONRY COATING | 02998 | 432.000 |
432.000 |
$7.730 |
SQYD | 0.2 |
| 0260 | ARMORED EDGE FOR CONCRETE | 03299 | 44.000 |
44.000 |
$52.350 |
LF | 0.2 |
| 0265 | STRUCTURE EXCAVATION-COMMON | 08001 | 341.000 |
341.000 |
$125.000 |
CUYD | 3.1 |
| 0270 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 124.000 |
124.000 |
$40.000 |
TON | 0.4 |
| 0275 | TEST PILES | 08033 | 274.000 |
274.000 |
$105.790 |
LF | 2.1 |
| 0280 | CONCRETE-CLASS A | 08100 | 178.800 |
178.800 |
$872.470 |
CUYD | 11.4 |
| 0285 | CONCRETE-CLASS AA | 08104 | 163.900 |
163.900 |
$986.950 |
CUYD | 11.8 |
| 0290 | MECHANICAL REINF COUPLER #11 | 08136 | 96.000 |
96.000 |
$95.760 |
EACH | 0.7 |
| 0295 | STEEL REINFORCEMENT | 08150 | 29,186.000 |
29,186.000 |
$0.960 |
LB | 2.0 |
| 0300 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 42,170.000 |
42,170.000 |
$1.030 |
LB | 3.2 |
| 0305 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | 362.500 |
362.500 |
$67.830 |
LF | 1.8 |
| 0310 | RAIL SYSTEM TYPE III | 21532ED | 370.000 |
370.000 |
$86.080 |
LF | 2.3 |
| 0315 | INSIDE FIT SNUB NOSE CONICAL POINT-16 IN | 23825EC | 52.000 |
52.000 |
$338.450 |
EACH | 1.3 |
| 0320 | PIPE PILE-16 IN | 23826EC | 2,707.000 |
2,707.000 |
$68.360 |
LF | 13.5 |
| 0325 | PPC I-BEAM TYPE HN 36-49 | 23963EC | 544.000 |
544.000 |
$414.600 |
LF | 16.5 |
Category Total $973,241.87 |
| SM- Project | DE04213841649 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0330 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$20,230.000 |
LS | 1.5 |
Category Total $20,230.00 |
| SM- Project | DE04213841649 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | DGA BASE | 00001 | 823.000 |
823.000 |
$30.000 |
TON | 1.8 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 11.000 |
11.000 |
$150.000 |
TON | 0.1 |
| 0015 | ASPHALT SEAL COAT | 00103 | 1.000 |
1.000 |
$1,250.000 |
TON | 0.1 |
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 588.000 |
588.000 |
$85.000 |
TON | 3.7 |
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 138.000 |
138.000 |
$125.000 |
TON | 1.3 |
| 8711 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $94,820.00 |