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Item List 051116 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051116 | Primary Project Number | DE10600600516 |
| Contract Description | EASTWOOD-SIMPSONVILLE ROAD (US 60) | ||
| Primary County | SHELBY | Fed/St Number | BRO 5137 (30) |
| Vendor ID | 00182 | Vendor Name | GOHMANN ASPHALT AND CONSTRUCTION INC |
| Bid Amount | $ 2,259,000.00 | ||
| SM- Project | DE10600600516 |
| Fed/State Number | BRO 5137 (30) |
| Project Description | EASTWOOD-SIMPSONVILLE ROAD (US 60) |
| *********** |
| SM- Project | DE10600600516 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | REMOVE PIPE | 01310 | 51.000 |
51.000 |
$17.000 |
LF | 0.0 |
| 0020 | DELINEATOR FOR BARRIER-WHITE | 01984 | 6.000 |
6.000 |
$20.000 |
EACH | 0.0 |
| 0030 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 10.000 |
10.000 |
$20.000 |
EACH | 0.0 |
| 0040 | GRANULAR EMBANKMENT | 02223 | 264.000 |
264.000 |
$26.000 |
CUYD | 0.3 |
| 0050 | EMBANKMENT IN PLACE | 02230 | 30,298.000 |
31,153.000 |
$15.000 |
CUYD | 20.1 |
| 0060 | WATER | 02242 | 622.000 |
622.000 |
$2.250 |
MGAL | 0.1 |
| 0070 | REMOVE FENCE | 02265 | 761.000 |
761.000 |
$3.000 |
LF | 0.1 |
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,012.500 |
2,012.500 |
$13.500 |
LF | 1.2 |
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$55.000 |
EACH | 0.0 |
| 0100 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,875.000 |
EACH | 0.3 |
| 0110 | REMOVE GUARDRAIL | 02381 | 1,750.000 |
1,750.000 |
$1.250 |
LF | 0.1 |
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.2 |
| 0130 | TEMPORARY GUARDRAIL | 02397 | 2,225.000 |
2,225.000 |
$7.500 |
LF | 0.7 |
| 0140 | R/W MARKER RURAL TYPE 1 | 02434 | 7.000 |
7.000 |
$91.350 |
EACH | 0.0 |
| 0150 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 11.000 |
11.000 |
$91.350 |
EACH | 0.0 |
| 0160 | REMOVE TREES OR STUMPS | 02460 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 0170 | CHANNEL LINING CLASS II | 02483 | 67.000 |
67.000 |
$30.000 |
TON | 0.1 |
| 0180 | CLEARING AND GRUBBING 4.25 ACRES | 02545 | 1.000 |
1.000 |
$65,000.000 |
LS | 2.9 |
| 0190 | SIGNS | 02562 | 350.000 |
350.000 |
$6.500 |
SQFT | 0.1 |
| 0200 | EDGE KEY | 02585 | 54.000 |
54.000 |
$11.000 |
LF | 0.0 |
| 0210 | FABRIC-GEOTEXTILE TYPE III | 02598 | 395.000 |
395.000 |
$3.500 |
SQYD | 0.1 |
| 0220 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$50,000.000 |
LS | 2.2 |
| 0240 | TEMPORARY SILT FENCE | 02701 | 4,336.000 |
4,336.000 |
$1.800 |
LF | 0.3 |
| 0250 | SILT CHECK | 02705 | 15.000 |
15.000 |
$180.000 |
EACH | 0.1 |
| 0260 | CLEAN SILT CHECK | 02708 | 32.000 |
32.000 |
$30.000 |
EACH | 0.0 |
| 0270 | CLEAN TEMPORARY SILT FENCE | 02709 | 8,672.000 |
8,672.000 |
$1.100 |
LF | 0.4 |
| 0280 | STAKING | 02726 | 1.000 |
1.000 |
$35,000.000 |
LS | 1.5 |
| 0290 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$75,000.000 |
LS | 3.3 |
| 0300 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
4.000 |
$6,000.000 |
EACH | 0.5 |
| 0310 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 840.000 |
840.000 |
$30.000 |
LF | 1.1 |
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | 6,000.000 |
6,000.000 |
$0.300 |
SQYD | 0.1 |
| 0330 | SEEDING AND PROTECTION | 05985 | 16,500.000 |
27,400.000 |
$0.310 |
SQYD | 0.2 |
| 0340 | SPECIAL SEEDING CROWN VETCH | 05989 | 6,950.000 |
6,950.000 |
$0.280 |
SQYD | 0.1 |
| 0350 | SODDING | 05990 | 1,050.000 |
1,050.000 |
$4.000 |
SQYD | 0.2 |
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 14,000.000 |
14,000.000 |
$0.250 |
LF | 0.2 |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 8,500.000 |
8,500.000 |
$0.350 |
LF | 0.1 |
| 0380 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 4,000.000 |
4,000.000 |
$0.550 |
LF | 0.1 |
| 0390 | REMOVE ASBESTOS CEMENT WATERLINE | 20583ED | 470.000 |
470.000 |
$22.000 |
LF | 0.5 |
| 0400 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
| 0410 | TREATMENT OF OPEN SINKHOLE | 20592ES215 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.2 |
| 0420 | ENTRANCE PIPE-15 INCH | 00440 | 53.000 |
53.000 |
$45.000 |
LF | 0.1 |
| 0430 | CULVERT PIPE-24 INCH | 00464 | 361.000 |
361.000 |
$48.000 |
LF | 0.8 |
| 0440 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.2 |
| 0450 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 0470 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 790.000 |
790.000 |
$41.000 |
TON | 1.4 |
| 0490 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 1,090.000 |
1,090.000 |
$42.000 |
TON | 2.0 |
| 0500 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 5,049.000 |
5,049.000 |
$32.000 |
TON | 7.2 |
| 0510 | LEVELING & WEDGING PG64-22 | 00190 | 58.000 |
58.000 |
$55.000 |
TON | 0.1 |
| 0520 | DGA BASE | 00001 | 123.000 |
123.000 |
$30.000 |
TON | 0.2 |
| 0530 | CRUSHED STONE BASE | 00003 | 4,030.000 |
4,030.000 |
$17.000 |
TON | 3.0 |
| 0540 | ASPHALT SEAL AGGREGATE | 00100 | 33.000 |
33.000 |
$90.000 |
TON | 0.1 |
| 0550 | ASPHALT SEAL COAT | 00103 | 4.000 |
4.000 |
$440.000 |
TON | 0.1 |
| 8000 | FENCE-TEMPORARY | 02259 | 0.000 |
545.000 |
$7.000 |
LF | 0.0 |
| 8001 | EW~ Relocate overhead electrical lines | 10090NX | 0.000 |
0.000 |
$17,378.170 |
LS | 0.0 |
| 8002 | EW~ Relocate Overhead KU Lines - Final Cost | 10090NX | 0.000 |
1.000 |
$37,139.620 |
LS | 0.0 |
| 8003 | MOBILIZATION Correction for Approach Embankment Settlement | 02568 | 0.000 |
1.000 |
$9,600.000 |
LS | 0.0 |
| 8004 | EXCAVATION | 21554EN | 0.000 |
6,120.000 |
$19.850 |
CUYD | 0.0 |
| 8005 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
7,661.000 |
$23.750 |
TON | 0.0 |
| 8006 | EW~ FABRIC -Huesker Comtrac P-80/80 or Huesker Comtrac P-105/105 | 10096EX | 0.000 |
3,966.000 |
$4.350 |
SQYD | 0.0 |
| 8007 | GEOGRID REINFORCEMENT TENSAR BX 1300 | 20263ED | 0.000 |
3,270.000 |
$5.700 |
SQYD | 0.0 |
| 8008 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
2,223.000 |
$3.750 |
SQYD | 0.0 |
| 8009 | FLOWABLE FILL | 02220 | 0.000 |
110.000 |
$140.000 |
CUYD | 0.0 |
| 8010 | FUEL ADJUSTMENT | 10020NS | 0.000 |
7,063.000 |
$1.000 |
DOLL | 0.0 |
| 8011 | FLUME INLET TYPE 2 | 01691 | 0.000 |
4.000 |
$4,200.000 |
EACH | 0.0 |
| 8012 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 0.000 |
500.000 |
$50.000 |
LF | 0.0 |
| 8013 | ASPHALT WEDGE CURB | 01897 | 0.000 |
600.000 |
$9.000 |
LF | 0.0 |
| 8014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 0.000 |
4.000 |
$1,850.000 |
EACH | 0.0 |
| 8015 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
9,600.000 |
$0.600 |
LF | 0.0 |
| 8016 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
9,600.000 |
$0.180 |
LF | 0.0 |
| 8017 | MAINTAIN & CONTROL TRAFFIC FOR CORRECTION OF EMBANKMENT SETTLEMENT | 02650 | 0.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 8018 | CRUSHED STONE BASE | 00003 | 0.000 |
350.000 |
$34.000 |
TON | 0.0 |
| 8019 | CL3 ASPH BASE 1.00D PG64-22 FOR EMBANKMENT SETTLEMENT CORRECTION | 00214 | 0.000 |
682.000 |
$72.000 |
TON | 0.0 |
| 8020 | CL3 ASPH BASE 1.00D PG76-22 FOR EMBANKMENT SETTLEMENT CORRECTION | 00216 | 0.000 |
285.000 |
$86.000 |
TON | 0.0 |
| 8021 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
12,089.000 |
$1.000 |
DOLL | 0.0 |
| 8022 | EW~ CONSTRUCTION ENGINEERING | 10090NX | 0.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 8023 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
15,540.000 |
$1.000 |
DOLL | 0.0 |
| 8026 | PERFORATED PIPE-4 INCH | 01000 | 0.000 |
246.000 |
$4.700 |
LF | 0.0 |
Category Total $1,200,324.05 |
| SM- Project | DE10600600516 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0560 | CONCRETE-CLASS A | 08100 | 645.600 |
645.600 |
$400.000 |
CUYD | 11.4 |
| 0570 | CONCRETE-CLASS AA | 08104 | 387.300 |
387.300 |
$450.000 |
CUYD | 7.7 |
| 0580 | STEEL REINFORCEMENT | 08150 | 89,764.000 |
89,764.000 |
$0.750 |
LB | 3.0 |
| 0590 | STEEL REINF-EPOXY COATED | 08151 | 97,282.000 |
97,282.000 |
$0.900 |
LB | 3.9 |
| 0600 | PRECAST PC BOX BEAM SB27 | 08670 | 1,052.200 |
1,052.200 |
$238.000 |
LF | 11.1 |
| 0610 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 962.000 |
962.000 |
$23.000 |
TON | 1.0 |
| 0620 | STRUCTURE GRANULAR BACKFILL | 02231 | 114.000 |
114.000 |
$37.000 |
CUYD | 0.2 |
| 0630 | MASONRY COATING | 02998 | 524.000 |
524.000 |
$10.000 |
SQYD | 0.2 |
| 0640 | PILES-STEEL HP12X53 | 08046 | 1,612.000 |
1,612.000 |
$45.000 |
LF | 3.2 |
| 0650 | TEST PILES | 08033 | 120.000 |
120.000 |
$40.000 |
LF | 0.2 |
| 0660 | PILE POINTS-12 INCH | 08094 | 88.000 |
88.000 |
$75.000 |
EACH | 0.3 |
| 0670 | ARMORED EDGE FOR CONCRETE | 03299 | 167.600 |
167.600 |
$50.000 |
LF | 0.4 |
| 0680 | PEDESTRIAN CAGE- 5'8" | 20356ED | 305.800 |
305.800 |
$54.000 |
LF | 0.7 |
| 0690 | PRE-DRILLING FOR PILES | 08039 | 250.000 |
250.000 |
$125.000 |
LF | 1.4 |
| 0700 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.4 |
| 0710 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,922.000 |
1,922.000 |
$2.000 |
SQYD | 0.2 |
| 8027 | EW~ PURCHASE UNUSED REINFORCING STEEL | 10090NX | 0.000 |
1.000 |
$7,035.150 |
LS | 0.0 |
Category Total $1,023,336.60 |
| SM- Project | DE10600600516 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0720 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$35,339.350 |
LS | 1.6 |
Category Total $35,339.35 |
| SM- Project | DE10600600516 | CATEGORY NUMBER | 0004 | CATEGORY Description | NON PARTICIPATING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8024 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
4,400.000 |
$1.000 |
DOLL | 0.0 |
| 8025 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
2,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |