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Item List 101325 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 101325 | Primary Project Number | DE00201001099 |
| Contract Description | FRANKLIN-SCOTTSVILLE ROAD (KY 100) | ||
| Primary County | ALLEN | Fed/St Number | STP 5071 (010) |
| Vendor ID | 02980 | Vendor Name | CHARLES DEWEESE CONSTRUCTION INC |
| Bid Amount | $ 2,914,465.91 | ||
| SM- Project | DE00201001099 |
| Fed/State Number | STP 5071 (010) |
| Project Description | FRANKLIN-SCOTTSVILLE ROAD (KY 100) |
| *********** |
| SM- Project | DE00201001099 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,110.000 |
1,110.000 |
$72.200 |
TON | 2.7 |
| 1002 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 5,374.000 |
5,374.000 |
$66.600 |
TON | 12.3 |
| 1003 | CRUSHED STONE BASE | 00003 | 9,628.000 |
9,628.000 |
$16.540 |
TON | 5.5 |
| 1004 | LEVELING & WEDGING PG64-22 | 00190 | 498.000 |
498.000 |
$72.450 |
TON | 1.2 |
| 1005 | EMULSIFIED ASPHALT RS-2 | 00291 | 7.000 |
7.000 |
$66.600 |
TON | 0.0 |
| 1006 | ASPHALT SEAL AGGREGATE | 00100 | 59.000 |
59.000 |
$65.000 |
TON | 0.1 |
Category Total $637,678.82 |
| SM- Project | DE00201001099 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CLEARING AND GRUBBING (13.5 ACRES) | 02545 | 1.000 |
1.000 |
$39,747.150 |
LS | 1.4 |
| 0006 | ROADWAY EXCAVATION | 02200 | 49,265.000 |
49,265.000 |
$3.730 |
CUYD | 6.3 |
| 0007 | STAKING | 02726 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.5 |
| 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,462.500 |
2,462.500 |
$16.120 |
LF | 1.4 |
| 0009 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$40.000 |
EACH | 0.0 |
| 0011 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,900.000 |
EACH | 0.3 |
| 0013 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,250.000 |
EACH | 0.3 |
| 0014 | TEMP SILT FENCE | 02701 | 4,075.000 |
4,075.000 |
$2.500 |
LF | 0.3 |
| 0015 | CLEAN TEMP SILT FENCE | 02709 | 8,150.000 |
8,150.000 |
$0.050 |
LF | 0.0 |
| 0016 | SILT TRAP TYPE A | 02703 | 9.000 |
9.000 |
$250.000 |
EACH | 0.1 |
| 0017 | CLEAN SILT TRAP TYPE A | 02706 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0018 | SILT TRAP TYPE B | 02704 | 9.000 |
9.000 |
$250.000 |
EACH | 0.1 |
| 0019 | CLEAN SILT TRAP TYPE B | 02707 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0020 | SILT TRAP TYPE C | 02705 | 9.000 |
9.000 |
$250.000 |
EACH | 0.1 |
| 0021 | CLEAN SILT TRAP TYPE C | 02708 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0022 | SEEDING AND PROTECTION | 05985 | 29,963.000 |
29,963.000 |
$0.350 |
SQYD | 0.4 |
| 0023 | EROSION CONTROL BLANKET | 05950 | 17,172.000 |
17,172.000 |
$1.100 |
SQYD | 0.6 |
| 0024 | TEMP SEEDING AND PROTECTION | 05953 | 65,098.000 |
65,098.000 |
$0.120 |
SQYD | 0.3 |
| 0025 | TEMP MULCH | 05952 | 65,098.000 |
65,098.000 |
$0.080 |
SQYD | 0.2 |
| 0026 | SPECIAL SEEDING CROWN VETCH | 05989 | 13,883.000 |
13,883.000 |
$0.220 |
SQYD | 0.1 |
| 0027 | TOPDRESSING FERTILIZER | 05966 | 4.000 |
4.000 |
$800.000 |
TON | 0.1 |
| 0028 | CHANNEL LINING CLASS II | 02483 | 91.000 |
91.000 |
$28.000 |
TON | 0.1 |
| 0029 | CHANNEL LINING CLASS III | 02484 | 198.000 |
198.000 |
$28.000 |
TON | 0.2 |
| 0030 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 1,222.000 |
1,222.000 |
$7.000 |
SQYD | 0.3 |
| 0031 | TEMP DITCH | 02159 | 4,075.000 |
4,075.000 |
$3.000 |
LF | 0.4 |
| 0032 | SIGNS | 02562 | 150.000 |
150.000 |
$9.000 |
SQFT | 0.0 |
| 0033 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 0034 | EDGE KEY | 02585 | 44.000 |
44.000 |
$39.000 |
LF | 0.1 |
| 0036 | WATER | 02242 | 500.000 |
500.000 |
$1.000 |
MGAL | 0.0 |
| 0037 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$12,656.000 |
LS | 0.4 |
| 0049 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 28.000 |
28.000 |
$70.000 |
EACH | 0.1 |
| 0050 | WITNESS POST | 02432 | 10.000 |
10.000 |
$70.000 |
EACH | 0.0 |
| 0051 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 2,000.000 |
2,000.000 |
$0.190 |
LF | 0.0 |
| 0063 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 16,000.000 |
16,000.000 |
$0.210 |
LF | 0.1 |
| 0064 | REMOVE PAVEMENT | 02091 | 3,761.000 |
3,761.000 |
$3.000 |
SQYD | 0.4 |
| 0065 | ISLAND HEADER CURB TYPE 1 | 01890 | 100.000 |
100.000 |
$42.000 |
LF | 0.1 |
| 0066 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$600.000 |
LS | 0.0 |
| 0067 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 150.000 |
150.000 |
$46.000 |
TON | 0.2 |
| 0068 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$62,000.000 |
LS | 2.1 |
| 0069 | FUEL ADJUSTMENT | 10020NS | 14,588.000 |
14,588.000 |
$1.000 |
DOLL | 0.5 |
| 0070 | ASPHALT ADJUSTMENT | 10030NS | 12,568.000 |
12,568.000 |
$1.000 |
DOLL | 0.4 |
| 0075 | GRANULAR PILE CORE | 20209EP69 | 730.000 |
730.000 |
$30.000 |
CUYD | 0.8 |
| 0076 | PERFORATED PIPE-4 IN | 01000 | 360.000 |
360.000 |
$14.230 |
LF | 0.2 |
| 0078 | NON-PERFORATED PIPE-4 IN | 01010 | 108.000 |
108.000 |
$14.760 |
LF | 0.1 |
| 0079 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 9.000 |
9.000 |
$500.000 |
EACH | 0.2 |
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 9.000 |
9.000 |
$50.000 |
TON | 0.0 |
| 0081 | ENHANCED SILT TRAP | 23542EC | 7.000 |
7.000 |
$300.000 |
EACH | 0.1 |
| 0082 | CLEAN ENHANCED SILT TRAP | 23545EC | 14.000 |
14.000 |
$50.000 |
EACH | 0.0 |
| 0083 | GRADE CONTROL STRUCTURES | 23891EC | 14.000 |
14.000 |
$150.000 |
EACH | 0.1 |
| 0084 | CONTAINER PLANTINGS AND MULCH | 23892EC | 0.270 |
0.270 |
$3,400.000 |
ACRE | 0.0 |
| 0085 | ROCK BANK WITH LIVE BRANCH LAYER | 23893EC | 570.000 |
570.000 |
$45.000 |
SQYD | 0.9 |
| 0086 | BANK STABILIZATION WITH LIVE STAKING | 23894EC | 515.000 |
515.000 |
$25.000 |
SQYD | 0.4 |
| 0087 | BANK STABILIZATION WITHOUT LIVE STAKING | 23895EC | 100.000 |
100.000 |
$23.000 |
LF | 0.1 |
| 8000 | NON-SPEC MATERIAL - | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8001 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $610,608.09 |
| SM- Project | DE00201001099 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3001 | ENTRANCE PIPE-15 IN | 00440 | 138.000 |
138.000 |
$43.950 |
LF | 0.2 |
| 3002 | ENTRANCE PIPE-18 IN | 00441 | 48.000 |
48.000 |
$47.490 |
LF | 0.1 |
| 3003 | CULVERT PIPE-18 IN | 00462 | 59.000 |
59.000 |
$56.490 |
LF | 0.1 |
| 3004 | CULVERT PIPE-30 IN | 00466 | 65.000 |
65.000 |
$75.750 |
LF | 0.2 |
| 3005 | CULVERT PIPE-60 IN | 00472 | 265.000 |
265.000 |
$155.260 |
LF | 1.4 |
| 3006 | METAL END SECTION TY 3-30 IN | 01394 | 1.000 |
1.000 |
$2,550.220 |
EACH | 0.1 |
| 3007 | METAL END SECTION TY 3-18 IN | 01391 | 2.000 |
2.000 |
$939.420 |
EACH | 0.1 |
| 3008 | METAL END SECTION TY 3-60 IN | 01399 | 1.000 |
1.000 |
$9,413.430 |
EACH | 0.3 |
| 3009 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 845.000 |
845.000 |
$2.000 |
SQYD | 0.1 |
| 3010 | CONCRETE-CLASS A | 08100 | 24.230 |
24.230 |
$454.200 |
CUYD | 0.4 |
| 3011 | STEEL REINFORCEMENT | 08150 | 1,859.000 |
1,859.000 |
$1.430 |
LB | 0.1 |
| 3012 | PIPELINE VIDEO INSPECTION | 23131ER701 | 196.000 |
196.000 |
$12.000 |
LF | 0.1 |
Category Total $89,293.30 |
| SM- Project | DE00201001099 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4001 | CONCRETE-CLASS A | 08100 | 506.100 |
506.100 |
$325.000 |
CUYD | 5.6 |
| 4002 | CONCRETE-CLASS AA | 08104 | 682.100 |
682.100 |
$390.000 |
CUYD | 9.1 |
| 4003 | STEEL REINFORCEMENT | 08150 | 75,421.000 |
75,421.000 |
$0.810 |
LB | 2.1 |
| 4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 139,944.000 |
139,944.000 |
$0.970 |
LB | 4.7 |
| 4005 | STRUCTURE EXCAVATION-COMMON | 08001 | 705.000 |
705.000 |
$16.000 |
CUYD | 0.4 |
| 4006 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 145.000 |
145.000 |
$60.000 |
CUYD | 0.3 |
| 4007 | CYCLOPEAN STONE RIP RAP | 08019 | 1,548.000 |
1,548.000 |
$30.000 |
TON | 1.6 |
| 4008 | STRUCTURE GRANULAR BACKFILL | 02231 | 393.000 |
393.000 |
$40.000 |
CUYD | 0.5 |
| 4010 | MASONRY COATING | 02998 | 1,887.000 |
1,887.000 |
$8.500 |
SQYD | 0.6 |
| 4012 | PILES-STEEL HP12X53 | 08046 | 426.000 |
426.000 |
$48.000 |
LF | 0.7 |
| 4013 | PRECAST PC I BEAM TYPE 5 | 08636 | 2,391.800 |
2,391.800 |
$234.000 |
LF | 19.2 |
| 4014 | TEST PILES | 08033 | 57.000 |
57.000 |
$26.000 |
LF | 0.1 |
| 4015 | ARMORED EDGE FOR CONCRETE | 03299 | 91.700 |
91.700 |
$64.000 |
LF | 0.2 |
| 4016 | RAIL SYSTEM TYPE III | 21532ED | 808.000 |
808.000 |
$75.000 |
LF | 2.1 |
| 4017 | PILE POINTS-12 IN | 08094 | 19.000 |
19.000 |
$100.000 |
EACH | 0.1 |
| 4018 | CRUSHED AGGREGATE SIZE NO. 10 | 23896EC | 74.000 |
74.000 |
$19.500 |
TON | 0.0 |
Category Total $1,376,940.69 |
| SM- Project | DE00201001099 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 5001 | RELOCATE WATERLINE | 03429 | 463.000 |
463.000 |
$45.000 |
LF | 0.7 |
Category Total $20,835.00 |
| SM- Project | DE00201001099 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 9001 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$43,700.000 |
LS | 1.5 |
| 9002 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$135,410.000 |
LS | 4.6 |
Category Total $179,110.00 |