Item List 040071 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 040071 | Primary Project Number | X058004004001 |
Contract Description | PAINTSVILLE-SALYERSVILLE ROAD (KY40) | ||
Primary County | JOHNSON | Fed/St Number | BRO 5345 (038) |
Vendor ID | 02628 | Vendor Name | KAY & KAY CONTRACTING LLC |
Bid Amount | $ 2,720,600.00 |
SM- Project | X058004004001 |
Fed/State Number | BRO 5345 (038) |
Project Description | PAINTSVILLE-SALYERSVILLE ROAD (KY40) |
*********** |
SM- Project | X058004004001 | 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 |
0001 | ROADWAY EXCAVATION | 02200M | 130,607.000 |
130,607.000 |
$5.660 |
CU M | 27.2 |
0002 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 749.000 |
749.000 |
$46.000 |
M | 1.3 |
0003 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 15.000 |
15.000 |
$50.000 |
EACH | 0.0 |
0004 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,750.000 |
EACH | 0.1 |
0005 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.3 |
0006 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 2,630.000 |
2,630.000 |
$1.000 |
M | 0.1 |
0007 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 2,630.000 |
2,630.000 |
$1.000 |
M | 0.1 |
0008 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 120.000 |
120.000 |
$4.750 |
M | 0.0 |
0009 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 30.000 |
30.000 |
$4.750 |
M | 0.0 |
0010 | SIGNS | 02562M | 33.500 |
33.500 |
$100.000 |
SQ M | 0.1 |
0011 | BARRICADE-TYPE III | 02014 | 13.000 |
13.000 |
$150.000 |
EACH | 0.1 |
0012 | REMOVE PAVEMENT | 02091M | 867.000 |
867.000 |
$5.000 |
SQ M | 0.2 |
0013 | CULVERT PIPE-450 MM | 00462M | 30.270 |
30.270 |
$158.000 |
M | 0.2 |
0014 | ENTRANCE PIPE-375 MM | 00440M | 10.100 |
10.100 |
$148.000 |
M | 0.1 |
0015 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$3,250.000 |
EACH | 0.2 |
0016 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.1 |
0017 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,250.000 |
EACH | 0.1 |
0018 | SEEDING AND PROTECTION | 05985M | 14,270.000 |
14,270.000 |
$0.380 |
SQ M | 0.2 |
0019 | TEMP SEEDING AND PROTECTION | 05953M | 1,427.000 |
1,427.000 |
$0.380 |
SQ M | 0.0 |
0020 | SPECIAL SEEDING CROWN VETCH | 05989M | 6,180.000 |
6,180.000 |
$0.320 |
SQ M | 0.1 |
0021 | EROSION CONTROL BLANKET | 05950M | 152.000 |
152.000 |
$1.800 |
SQ M | 0.0 |
0022 | SILT TRAP TYPE B | 02704 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
0023 | CLEAN SILT TRAP TYPE B | 02707 | 4.000 |
4.000 |
$75.000 |
EACH | 0.0 |
0024 | SILT CHECK | 02705 | 11.000 |
11.000 |
$75.000 |
EACH | 0.0 |
0025 | CLEAN SILT CHECK | 02708 | 22.000 |
22.000 |
$25.000 |
EACH | 0.0 |
0026 | TEMPORARY SILT FENCE | 02701M | 135.000 |
135.000 |
$12.000 |
M | 0.1 |
0027 | CLEAN TEMPORARY SILT FENCE | 02709M | 270.000 |
270.000 |
$5.000 |
M | 0.0 |
0028 | CHANNEL LINING CLASS II | 02483M | 110.000 |
110.000 |
$24.000 |
MTON | 0.1 |
0029 | CHANNEL LINING CLASS III | 02484M | 211.000 |
211.000 |
$26.000 |
MTON | 0.2 |
0030 | R/W MARKER RURAL TYPE 1 | 02434 | 17.000 |
17.000 |
$110.000 |
EACH | 0.1 |
0031 | ISLAND HEADER CURB TYPE 2 | 01891M | 32.000 |
32.000 |
$80.000 |
M | 0.1 |
0032 | CRUSHED STONE BASE | 00003M | 3,479.000 |
3,479.000 |
$29.590 |
MTON | 3.8 |
0033 | EMULSIFIED ASPHALT RS-2 | 00291M | 3.000 |
3.000 |
$950.000 |
MTON | 0.1 |
0034 | ASPHALT SEAL AGGREGATE | 00100M | 23.000 |
23.000 |
$90.000 |
MTON | 0.1 |
0035 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 2,236.000 |
2,236.000 |
$57.250 |
MTON | 4.7 |
0036 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 437.000 |
437.000 |
$74.160 |
MTON | 1.2 |
0038 | STAKING | 02726 | 1.000 |
0.000 |
$30,000.000 |
LS | 1.1 |
0039 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$26,000.000 |
LS | 1.0 |
0040 | REMOVE STRUCTURE (RCDG BRIGE | 02731 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.7 |
0041 | REMOVE STRUCTURE (STEEL TRUSS B | 02731 | 1.000 |
1.000 |
$37,500.000 |
LS | 1.4 |
0315 | CLEARING AND GRUBBING (2.59 HECTACRES) | 02545 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.8 |
8000 | STEEL ENCASEMENT PIPE-300 MM | 01069M | 0.000 |
35.700 |
$410.000 |
M | 0.0 |
8001 | PVC PIPE-150 MM | 03385M | 0.000 |
326.600 |
$57.000 |
M | 0.0 |
8002 | TIE-IN 150 MM | 03466M | 0.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
8003 | GATE VALVE-150 MM | 03526M | 0.000 |
4.000 |
$680.000 |
EACH | 0.0 |
8004 | BLOW-OFF ASSEMBLY | 01315 | 0.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
8005 | FLUSH HYDRANT | 03439 | 0.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
8006 | CUT & CAP EXIST WATER MAIN | 03550 | 0.000 |
4.000 |
$800.000 |
EACH | 0.0 |
8007 | STEEL ENCASEMENT PIPE-150 MM | 01063M | 0.000 |
36.700 |
$365.000 |
M | 0.0 |
8008 | GAS LINE-50 MM | 03400M | 0.000 |
398.700 |
$39.000 |
M | 0.0 |
8009 | TIE-IN 50 MM | 03463M | 0.000 |
6.000 |
$850.000 |
EACH | 0.0 |
8010 | VALVE-50 MM | 03493M | 0.000 |
6.000 |
$750.000 |
EACH | 0.0 |
8011 | CUT & PLUG | 09413 | 0.000 |
6.000 |
$650.000 |
EACH | 0.0 |
8012 | BORE HOLE | 09264 | 0.000 |
53.700 |
$306.000 |
EACH | 0.0 |
8013 | BORE HOLE | 09264 | 0.000 |
18.300 |
$219.000 |
EACH | 0.0 |
8014 | PLUG WATER WELL | 02475M | 0.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
8017 | STAKING | 02726 | 0.000 |
1.000 |
$36,006.000 |
LS | 0.0 |
8020 | WATER LINE INSTALLATION 25 MM | 03420M | 0.000 |
42.395 |
$45.000 |
M | 0.0 |
8021 | STEEL ENCASEMENT PIPE-50 MM | 01059M | 0.000 |
30.500 |
$50.000 |
M | 0.0 |
8022 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 0.000 |
1.000 |
$1,295.000 |
EACH | 0.0 |
8023 | REMOVE GUARDRAIL | 02381M | 0.000 |
38.125 |
$10.000 |
M | 0.0 |
Category Total $1,247,874.17 |
SM- Project | X058004004001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0042 | STRUCTURE GRANULAR BACKFILL | 02231M | 177.000 |
177.000 |
$40.000 |
CU M | 0.3 |
0043 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 47.000 |
47.000 |
$70.000 |
CU M | 0.1 |
0044 | MASONRY COATING | 02998M | 672.000 |
672.000 |
$10.000 |
SQ M | 0.2 |
0045 | CONCRETE-CLASS A | 08100M | 356.400 |
356.400 |
$494.000 |
CU M | 6.5 |
0046 | CONCRETE-CLASS AA | 08104M | 82.700 |
82.700 |
$840.000 |
CU M | 2.6 |
0047 | CONCRETE-CLASS AAA | 08105M | 327.900 |
0.000 |
$539.000 |
CU M | 6.5 |
0048 | CYCLOPEAN STONE RIP RAP | 08019M | 603.000 |
603.000 |
$25.000 |
MTON | 0.6 |
0049 | PILES-STEEL HP310X79 | 08046M | 894.000 |
894.000 |
$90.000 |
M | 3.0 |
0050 | PILE POINTS-12 INCH | 08094 | 72.000 |
72.000 |
$85.000 |
EACH | 0.2 |
0051 | TEST PILES | 08033M | 81.000 |
81.000 |
$140.000 |
M | 0.4 |
0052 | STEEL REINF-EPOXY COATED | 08151M | 60,342.000 |
58,651.000 |
$1.900 |
KG | 4.2 |
0053 | STEEL REINFORCEMENT | 08150M | 21,517.000 |
21,517.000 |
$1.580 |
KG | 1.2 |
0054 | PRECAST PC I BEAM TYPE 4 | 08634M | 485.500 |
485.500 |
$606.000 |
M | 10.8 |
0055 | EXPANSION DAM-40 MM NEOPRENE | 08469M | 34.700 |
34.700 |
$340.000 |
M | 0.4 |
0057 | FOUNDATION PREPARATION (BRIDGE) | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.4 |
0058 | COFFERDAM (PIER 1) | 08037 | 1.000 |
1.000 |
$30,000.000 |
LS | 1.1 |
0100 | COFFERDAM (PIER 2) | 08037 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.6 |
0310 | STRUCTURAL STEEL (APPROX 920 KG) | 08160 | 1.000 |
0.000 |
$5,000.000 |
LS | 0.2 |
8015 | STRUCTURAL STEEL Original plus X-Braces | 08160 | 0.000 |
1.000 |
$18,418.420 |
LS | 0.0 |
8016 | CONCRETE-CLASS AA | 08104M | 0.000 |
-19.900 |
$512.840 |
CU M | 0.0 |
8018 | PILE POINTS-12 INCH | 08094 | 0.000 |
27.000 |
$122.400 |
EACH | 0.0 |
8019 | PILES-STEEL HP310X79 | 08046M | 0.000 |
288.000 |
$164.100 |
M | 0.0 |
8027 | CONCRETE-CLASS AA | 08104M | 0.000 |
327.900 |
$539.000 |
CU M | 0.0 |
Category Total $1,067,010.36 |
SM- Project | X058004004001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | CULVERT - CPES SUBSECTION E |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0060 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 20.000 |
20.000 |
$70.000 |
CU M | 0.1 |
0061 | CONCRETE-CLASS A | 08100M | 460.100 |
460.100 |
$494.000 |
CU M | 8.4 |
0062 | STEEL REINFORCEMENT | 08150M | 34,427.000 |
34,427.000 |
$1.580 |
KG | 2.0 |
0063 | FOUNDATION PREPARATION (CULVERT) | 08003 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.2 |
0064 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.1 |
Category Total $291,584.06 |
SM- Project | X058004004001 | CATEGORY NUMBER | 0007 | CATEGORY Description | MOB / DEMOB |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0300 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$75,000.000 |
LS | 2.8 |
0301 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$39,131.410 |
LS | 1.4 |
8024 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
23,448.480 |
$1.000 |
DOLL | 0.0 |
8025 | FUEL ADJUSTMENT | 10020NS | 0.000 |
23,322.220 |
$1.000 |
DOLL | 0.0 |
8026 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
1,183.540 |
$1.000 |
DOLL | 0.0 |
Category Total $114,131.41 |