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Item List 010088 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010088 | Primary Project Number | X048042104001 |
| Contract Description | HARLAN-VIRGINIA STATE LINE ROAD (US421) | ||
| Primary County | HARLAN | Fed/St Number | JJ01 048 0421 010-012 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 8,972,145.65 | ||
| SM- Project | X048042104001 |
| Fed/State Number | JJ01 048 0421 010-012 |
| Project Description | HARLAN-VIRGINIA STATE LINE ROAD (US421) |
| *********** |
| SM- Project | X048042104001 | 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 | 807,485.000 |
758,755.000 |
$3.820 |
CU M | 34.4 |
| 0002 | WATER | 02242M | 6,100.000 |
6,100.000 |
$0.100 |
CU M | 0.0 |
| 0003 | CONCRETE-CLASS A | 08100M | 12.470 |
11.050 |
$700.000 |
CU M | 0.1 |
| 0004 | STEEL REINFORCEMENT | 08150M | 593.700 |
586.500 |
$2.200 |
KG | 0.0 |
| 0005 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,253.490 |
1,037.750 |
$37.750 |
M | 0.5 |
| 0006 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 5.000 |
8.000 |
$50.000 |
EACH | 0.0 |
| 0007 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.0 |
| 0008 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$700.000 |
EACH | 0.0 |
| 0009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.1 |
| 0010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
0.000 |
$750.000 |
EACH | 0.0 |
| 0011 | REMOVE GUARDRAIL | 02381M | 157.000 |
-3.000 |
$5.000 |
M | 0.0 |
| 0012 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 8,117.000 |
8,117.000 |
$1.000 |
M | 0.1 |
| 0013 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 9,890.000 |
9,890.000 |
$1.150 |
M | 0.1 |
| 0014 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 6.600 |
6.600 |
$25.000 |
M | 0.0 |
| 0015 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | 488.000 |
488.000 |
$24.000 |
SQ M | 0.1 |
| 0016 | PAVEMENT MARKER TYPE V-MW | 06589 | 30.000 |
30.000 |
$35.000 |
EACH | 0.0 |
| 0017 | PAVEMENT MARKER TYPE V-BY | 06591 | 212.000 |
212.000 |
$35.000 |
EACH | 0.1 |
| 0018 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0019 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.1 |
| 0020 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
0.000 |
$5,000.000 |
EACH | 0.1 |
| 0021 | SIGNS | 02562M | 25.100 |
25.100 |
$100.000 |
SQ M | 0.0 |
| 0022 | INSTALL TEMP CONC MED BARR | 01992M | 130.000 |
0.000 |
$50.000 |
M | 0.1 |
| 0023 | REMOVE PAVEMENT | 02091M | 2,811.800 |
818.800 |
$2.000 |
SQ M | 0.1 |
| 0024 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0025 | CULVERT PIPE-450 MM | 00462M | 13.800 |
0.000 |
$207.700 |
M | 0.0 |
| 0026 | CULVERT PIPE-900 MM | 00468M | 24.700 |
24.700 |
$389.700 |
M | 0.1 |
| 0027 | CULVERT PIPE-1050 MM | 00469M | 117.600 |
117.600 |
$254.700 |
M | 0.3 |
| 0028 | ENTRANCE PIPE-375 MM | 00440M | 59.200 |
59.200 |
$92.300 |
M | 0.1 |
| 0029 | ENTRANCE PIPE-600 MM | 00443M | 16.500 |
16.500 |
$129.300 |
M | 0.0 |
| 0030 | SLOTTED DRAIN PIPE-375 MM | 00981M | 9.000 |
9.000 |
$291.900 |
M | 0.0 |
| 0031 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0032 | SEEDING AND PROTECTION | 05985M | 70,050.000 |
70,050.000 |
$0.380 |
SQ M | 0.3 |
| 0033 | TEMP SEEDING AND PROTECTION | 05953M | 63,045.000 |
63,045.000 |
$0.300 |
SQ M | 0.2 |
| 0034 | TOPDRESSING FERTILIZER | 05966M | 4.200 |
4.200 |
$550.000 |
MTON | 0.0 |
| 0035 | EROSION CONTROL BLANKET | 05950M | 612.000 |
612.000 |
$2.500 |
SQ M | 0.0 |
| 0036 | SILT TRAP TYPE A | 02703 | 70.000 |
70.000 |
$200.000 |
EACH | 0.2 |
| 0037 | CLEAN SILT TRAP TYPE A | 02706 | 210.000 |
210.000 |
$25.000 |
EACH | 0.1 |
| 0038 | SILT CHECK | 02705 | 58.000 |
58.000 |
$75.000 |
EACH | 0.0 |
| 0039 | CLEAN SILT CHECK | 02708 | 174.000 |
174.000 |
$25.000 |
EACH | 0.0 |
| 0040 | TEMPORARY SILT FENCE | 02701M | 4,364.800 |
4,364.800 |
$6.000 |
M | 0.3 |
| 0041 | CLEAN TEMPORARY SILT FENCE | 02709M | 8,779.600 |
8,779.600 |
$0.250 |
M | 0.0 |
| 0042 | CHANNEL LINING CLASS IV | 02488M | 379.000 |
379.000 |
$10.000 |
CU M | 0.0 |
| 0043 | FABRIC-GEOTEXTILE TYPE I | 02596M | 455.000 |
455.000 |
$3.000 |
SQ M | 0.0 |
| 0044 | R/W MARKER RURAL TYPE 1 | 02434 | 53.000 |
53.000 |
$100.000 |
EACH | 0.1 |
| 0045 | EDGE KEY MODIFIED | 02585M | 29.600 |
29.600 |
$100.000 |
M | 0.0 |
| 0046 | CRUSHED STONE BASE | 00003M | 17,813.000 |
16,950.450 |
$24.850 |
MTON | 4.9 |
| 0047 | D G A BASE | 00001M | 3,573.000 |
1,326.000 |
$24.850 |
MTON | 1.0 |
| 0048 | TRAFFIC BOUND BASE | 00020M | 750.000 |
750.000 |
$18.000 |
MTON | 0.2 |
| 0049 | LEVELING & WEDGING PG64-22 | 00190M | 855.000 |
855.000 |
$60.990 |
MTON | 0.6 |
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291M | 11.500 |
10.500 |
$450.000 |
MTON | 0.1 |
| 0051 | ASPHALT SEAL AGGREGATE | 00100M | 95.000 |
84.000 |
$60.000 |
MTON | 0.1 |
| 0052 | CL3 ASPH BASE 19.0D PG70-22 | 00224M | 3,100.000 |
0.000 |
$61.200 |
MTON | 2.1 |
| 0053 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | 3,132.000 |
0.000 |
$55.350 |
MTON | 1.9 |
| 0054 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 2,522.000 |
0.000 |
$54.110 |
MTON | 1.5 |
| 0055 | CL3 ASPH SURF 12.5B PG70-22 | 00325M | 1,240.000 |
1,529.000 |
$71.410 |
MTON | 1.0 |
| 0057 | CLEARING AND GRUBBING (17.4 HECTACRES) | 02545 | 1.000 |
1.000 |
$85,000.000 |
LS | 0.9 |
| 0058 | STAKING | 02726 | 1.000 |
1.000 |
$90,000.000 |
LS | 1.0 |
| 0059 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$46,400.000 |
LS | 0.5 |
| 0093 | CL2 ASPH SURF 12.5D PG64-22 | 09071M01 | 1,044.000 |
1,016.000 |
$60.990 |
MTON | 0.7 |
| 8000 | CL3 ASPH BASE 25.0D PG70-22 | 00215M | 0.000 |
3,830.000 |
$61.200 |
MTON | 0.0 |
| 8001 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 0.000 |
3,841.000 |
$55.350 |
MTON | 0.0 |
| 8002 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 0.000 |
1,679.000 |
$54.110 |
MTON | 0.0 |
| 8004 | SPECIAL SEEDING CROWN VETCH | 05989M | 0.000 |
63,045.000 |
$0.340 |
SQ M | 0.0 |
| 8009 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 0.000 |
1,315.130 |
$37.880 |
MTON | 0.0 |
| 8010 | PERFORATED PIPE-100 MM | 01000M | 0.000 |
610.000 |
$16.240 |
M | 0.0 |
| 8011 | NON-PERFORATED PIPE-100 MM | 01010M | 0.000 |
18.144 |
$27.900 |
M | 0.0 |
| 8012 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 0.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 8013 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | 0.000 |
4.000 |
$450.000 |
EACH | 0.0 |
| 8014 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 0.000 |
4.000 |
$450.000 |
EACH | 0.0 |
| 8015 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 0.000 |
8.872 |
$82.670 |
MTON | 0.0 |
| 8016 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 0.000 |
1.000 |
$600.000 |
LS | 0.0 |
| 8017 | VALUE ENGINEERING | 10121NS | 0.000 |
102,641.880 |
$1.000 |
DOLL | 0.0 |
| 8018 | ASPHALT PLACEMENT WITH MTV | 00338M | 0.000 |
1,529.000 |
$1.000 |
MTON | 0.0 |
| 8019 | ISLAND HEADER CURB TYPE 2 | 01891M | 0.000 |
30.500 |
$137.790 |
M | 0.0 |
| 8020 | EW~ Design Charge Reimbursement | 10098NX | 0.000 |
11,691.650 |
$1.000 |
DOLL | 0.0 |
| 8021 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
4,651.000 |
$1.000 |
DOLL | 0.0 |
| 8022 | GUARDRAIL CONNECTOR TO BRIDGE END TY A MODIFIED TO MEET STD DRAWINGS | 02363 | 0.000 |
4.000 |
$2,420.000 |
EACH | 0.0 |
Category Total $4,888,580.79 |
| SM- Project | X048042104001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0060 | MASONRY COATING | 02998M | 5,605.000 |
5,642.000 |
$10.000 |
SQ M | 0.6 |
| 0061 | STRUCTURE GRANULAR BACKFILL | 02231M | 188.000 |
188.000 |
$56.000 |
CU M | 0.1 |
| 0062 | STRUCTURE EXCAVATION-COMMON | 08001M | 630.000 |
630.000 |
$12.000 |
CU M | 0.1 |
| 0063 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 202.000 |
333.890 |
$60.000 |
CU M | 0.1 |
| 0064 | CONCRETE-CLASS A | 08100M | 2,081.500 |
2,081.500 |
$400.000 |
CU M | 9.3 |
| 0065 | CONCRETE-CLASS AAA | 08105M | 1,573.800 |
1,585.500 |
$480.000 |
CU M | 8.4 |
| 0066 | CYCLOPEAN STONE RIP RAP | 08019M | 965.000 |
965.000 |
$24.000 |
MTON | 0.3 |
| 0067 | PILES-STEEL HP360X108 | 08050M | 1,099.000 |
1,099.000 |
$100.000 |
M | 1.2 |
| 0068 | PILE POINTS-14 INCH | 08095 | 240.000 |
240.000 |
$100.000 |
EACH | 0.3 |
| 0069 | TEST PILES | 08033M | 99.000 |
99.000 |
$225.000 |
M | 0.2 |
| 0070 | STEEL REINF-EPOXY COATED | 08151M | 306,531.000 |
310,742.000 |
$1.320 |
KG | 4.5 |
| 0071 | STEEL REINFORCEMENT | 08150M | 181,594.000 |
181,853.000 |
$1.300 |
KG | 2.6 |
| 0072 | PRECAST PC I BEAM TYPE 7 | 08637M | 1,732.200 |
1,544.160 |
$512.000 |
M | 9.9 |
| 0073 | REINF CONC SLOPE WALL-150 MM | 08016M | 458.000 |
0.000 |
$180.000 |
SQ M | 0.9 |
| 0074 | FABRIC-GEOTEXTILE TYPE I | 02596M | 889.000 |
889.000 |
$2.000 |
SQ M | 0.0 |
| 0075 | EXPANSION DAM-100 MM NEOPRENE | 08472M | 34.500 |
34.500 |
$500.000 |
M | 0.2 |
| 0080 | STRUCTURAL STEEL (APPROX 16787 KG) | 08160 | 1.000 |
1.000 |
$86,000.000 |
LS | 1.0 |
| 0081 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$23,000.000 |
LS | 0.3 |
| 0099 | COFFERDAM (PIER 2) | 08038M01 | 1.000 |
1.000 |
$42,000.000 |
LS | 0.5 |
| 0100 | COFFERDAM (PIER 3) | 0804501 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 0101 | COFFERDAM (PIER 8) | 0804401 | 1.000 |
1.000 |
$42,000.000 |
LS | 0.5 |
| 0102 | COFFERDAM (PIER 9) | 0736501 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 8006 | EW~ Shotcrete | 10096MX | 0.000 |
573.000 |
$108.000 |
SQ M | 0.0 |
| 8007 | PRECAST PC I BEAM TYPE 7 Invoice | 08637M | 0.000 |
188.040 |
$341.850 |
M | 0.0 |
| 8008 | PRECAST PC I BEAM TYPE 7 Revised | 08637M | 0.000 |
203.040 |
$575.600 |
M | 0.0 |
Category Total $3,675,666.52 |
| SM- Project | X048042104001 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE | CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0082 | PVC PIPE-200 MM | 03387M | 865.000 |
865.000 |
$28.000 |
M | 0.3 |
| 0083 | PVC PIPE-75 MM | 03382M | 134.000 |
134.000 |
$17.000 |
M | 0.0 |
| 0084 | STEEL ENCASEMENT PIPE-350 MM | 01071M | 24.000 |
24.000 |
$200.000 |
M | 0.1 |
| 0085 | STEEL ENCASEMENT PIPE-200 MM | 01065M | 32.000 |
32.000 |
$190.000 |
M | 0.1 |
| 0086 | STEEL ENCASEMENT PIPE-50 MM | 01059M | 45.000 |
45.000 |
$180.000 |
M | 0.1 |
| 0087 | TIE-IN (200 X 200) | 03479 | 7.000 |
7.000 |
$1,000.000 |
EACH | 0.1 |
| 0088 | TIE-IN (75 X 75) | 03479 | 3.000 |
3.000 |
$700.000 |
EACH | 0.0 |
| 0089 | INSTALL WATER METER | 03430 | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 0091 | RECONNECT SERVICE | 03437 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0092 | INSTALL WATER METER (LEAK DETECTION) | 03430 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0094 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$210,000.000 |
LS | 2.3 |
| 0096 | RELOCATE BLOW OFF ASSEMBLY | 0907001 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 0097 | PAVEMENT REPLACEMENT | 09069M01 | 16.000 |
16.000 |
$27.000 |
M | 0.0 |
| 0098 | PLASTIC PIPE-A | 03469M01 | 237.000 |
237.000 |
$40.500 |
M | 0.1 |
| 8003 | GATE VALVE-200 MM | 03528M | 0.000 |
1.000 |
$755.000 |
EACH | 0.0 |
| 8005 | CUT & CAP EXIST WATER MAIN | 03550 | 0.000 |
1.000 |
$1,150.000 |
EACH | 0.0 |
Category Total $278,408.50 |
| SM- Project | X048042104001 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION | CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0095 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$129,489.830 |
LS | 1.4 |
Category Total $129,489.83 |