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Item List 020737 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020737 | Primary Project Number | X088000704001 |
| Contract Description | WEST LIBERTY-SANDY HOOK ROAD (KY 7) | ||
| Primary County | MORGAN | Fed/St Number | FD04 088 0007 000-003 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 13,052,742.94 | ||
| SM- Project | X088000704001 |
| Fed/State Number | FD04 088 0007 000-003 |
| Project Description | WEST LIBERTY-SANDY HOOK ROAD (KY 7) |
| *********** |
| SM- Project | X088000704001 | 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 |
| 0078 | STRUCTURE GRANULAR BACKFILL | 02231 | 94.000 |
94.000 |
$48.000 |
CUYD | 0.0 |
| 0079 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 134.000 |
134.000 |
$1.000 |
CUYD | 0.0 |
| 0080 | MASONRY COATING | 02998 | 2,028.000 |
2,028.000 |
$5.000 |
SQYD | 0.1 |
| 0081 | CONCRETE-CLASS A | 08100 | 625.100 |
625.100 |
$300.000 |
CUYD | 1.4 |
| 0082 | CONCRETE-CLASS AA | 08104 | 597.600 |
597.600 |
$344.000 |
CUYD | 1.6 |
| 0083 | CYCLOPEAN STONE RIP RAP | 08019 | 2,293.000 |
2,293.000 |
$17.000 |
TON | 0.3 |
| 0084 | PILES-STEEL HP14X73 | 08050 | 909.000 |
909.000 |
$33.000 |
LF | 0.2 |
| 0085 | TEST PILES | 08033 | 75.000 |
75.000 |
$60.000 |
LF | 0.0 |
| 0086 | STEEL REINF-EPOXY COATED | 08151 | 208,753.000 |
208,753.000 |
$0.560 |
LB | 0.9 |
| 0087 | STEEL REINFORCEMENT | 08150 | 96,907.000 |
96,907.000 |
$0.560 |
LB | 0.4 |
| 0088 | PRECAST PC I BEAM TYPE 5 | 08636 | 1,721.700 |
1,721.700 |
$161.000 |
LF | 2.1 |
| 0089 | PILE POINTS-14 INCH | 08095 | 38.000 |
38.000 |
$100.000 |
EACH | 0.0 |
| 0090 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,293.000 |
2,293.000 |
$1.000 |
SQYD | 0.0 |
| 0091 | STRUCTURAL STEEL | 08160 | 1.000 |
1.000 |
$5,800.000 |
LS | 0.0 |
| 0092 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$53,300.000 |
LS | 0.4 |
| 8023 | REMOVE SUPERSTRUCTURE | 08301 | 0.000 |
1.000 |
$45,100.000 |
LS | 0.0 |
| 8024 | EW~ Silt Basin | 10090NX | 0.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 8028 | PERFORATED PIPE-4 INCH | 01000 | 0.000 |
150.000 |
$2.000 |
LF | 0.0 |
| 8036 | EW~ Bridge Materials Reimbursement for Project Delay | 10090NX | 0.000 |
1.000 |
$8,228.210 |
LS | 0.0 |
Category Total $994,924.70 |
| SM- Project | X088000704001 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATER | CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0093 | PVC PIPE-4 INCH | 03383 | 2,355.000 |
2,355.000 |
$4.000 |
LF | 0.1 |
| 0094 | PVC PIPE-12 INCH | 03391 | 595.000 |
595.000 |
$14.000 |
LF | 0.1 |
| 0095 | DUCTILE IRON FITTINGS | 03442 | 2,250.000 |
2,250.000 |
$1.300 |
LB | 0.0 |
| 0096 | TIE-IN 4 INCH | 03464 | 6.000 |
6.000 |
$100.000 |
EACH | 0.0 |
| 0097 | TIE-IN 12 INCH | 03472 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 0098 | CONCRETE-CLASS A FOR CRADLE, ANCHOR, ENCASE | 08100 | 13.000 |
13.000 |
$85.000 |
CUYD | 0.0 |
| 0099 | 4" | 09705 | 55.000 |
55.000 |
$4.250 |
LF | 0.0 |
| 8032 | RELOCATE WATER LINE | 03422 | 0.000 |
1.000 |
$8,195.000 |
LS | 0.0 |
Category Total $23,213.75 |
| SM- Project | X088000704001 | 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 | 02200 | 4,544,245.000 |
0.000 |
$1.720 |
CUYD | 59.9 |
| 0002 | WATER | 02242 | 100.000 |
4,632.000 |
$4.000 |
MGAL | 0.0 |
| 0003 | CONCRETE-CLASS A | 08100 | 83.260 |
75.050 |
$483.000 |
CUYD | 0.3 |
| 0004 | STEEL REINFORCEMENT | 08150 | 5,833.000 |
5,218.000 |
$0.750 |
LB | 0.0 |
| 0005 | SETTLEMENT PLATFORM | 02692 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0006 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 13,450.000 |
12,450.000 |
$9.790 |
LF | 1.0 |
| 0007 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 7.000 |
7.000 |
$39.000 |
EACH | 0.0 |
| 0008 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 27.000 |
10.000 |
$2,087.000 |
EACH | 0.4 |
| 0009 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$400.000 |
EACH | 0.0 |
| 0010 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 7,080.000 |
105,280.000 |
$0.150 |
LF | 0.0 |
| 0011 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 66,262.000 |
66,262.000 |
$0.150 |
LF | 0.1 |
| 0012 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 9,000.000 |
9,000.000 |
$0.750 |
SQFT | 0.1 |
| 0013 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 6.000 |
6.000 |
$145.000 |
EACH | 0.0 |
| 0014 | SIGNS | 02562 | 162.000 |
1,383.500 |
$8.000 |
SQFT | 0.0 |
| 0015 | REMOVE PAVEMENT | 02091 | 7,790.000 |
7,790.000 |
$1.250 |
SQYD | 0.1 |
| 0016 | CULVERT PIPE-18 INCH | 00462 | 62.000 |
99.000 |
$21.000 |
LF | 0.0 |
| 0017 | CULVERT PIPE-24 INCH | 00464 | 410.000 |
271.000 |
$30.200 |
LF | 0.1 |
| 0018 | CULVERT PIPE-30 INCH | 00466 | 276.000 |
276.000 |
$38.300 |
LF | 0.1 |
| 0019 | CULVERT PIPE-42 INCH | 00469 | 258.000 |
102.000 |
$58.900 |
LF | 0.1 |
| 0020 | CULVERT PIPE-54 INCH | 00471 | 1,336.000 |
374.000 |
$77.300 |
LF | 0.8 |
| 0021 | CULVERT PIPE-66 INCH | 00473 | 331.000 |
396.000 |
$135.700 |
LF | 0.3 |
| 0022 | CULVERT PIPE-78 INCH | 00475 | 434.000 |
0.000 |
$454.000 |
LF | 1.5 |
| 0023 | STORM SEWER PIPE-12 INCH | 00520 | 8.000 |
8.000 |
$40.000 |
LF | 0.0 |
| 0024 | STORM SEWER PIPE-15 INCH | 00521 | 134.000 |
134.000 |
$20.900 |
LF | 0.0 |
| 0025 | STORM SEWER PIPE-18 INCH | 00522 | 91.000 |
91.000 |
$22.750 |
LF | 0.0 |
| 0026 | STORM SEWER PIPE-24 INCH | 00524 | 112.000 |
112.000 |
$35.700 |
LF | 0.0 |
| 0027 | STORM SEWER PIPE-36 INCH | 00528 | 41.000 |
41.000 |
$49.050 |
LF | 0.0 |
| 0028 | ENTRANCE PIPE-15 INCH | 00440 | 66.000 |
66.000 |
$25.000 |
LF | 0.0 |
| 0029 | ENTRANCE PIPE-18 INCH | 00441 | 76.000 |
76.000 |
$29.000 |
LF | 0.0 |
| 0030 | ENTRANCE PIPE-24 INCH | 00443 | 100.000 |
100.000 |
$31.000 |
LF | 0.0 |
| 0031 | SLOTTED DRAIN PIPE-12 INCH | 00980 | 74.000 |
74.000 |
$115.000 |
LF | 0.1 |
| 0032 | PERFORATED PIPE-4 INCH | 01000 | 1,000.000 |
1,000.000 |
$6.000 |
LF | 0.0 |
| 0033 | PERFORATED PIPE-8 INCH | 01002 | 1,064.000 |
1,084.000 |
$7.000 |
LF | 0.1 |
| 0034 | NON-PERFORATED PIPE-8 INCH | 01012 | 666.000 |
666.000 |
$7.000 |
LF | 0.0 |
| 0035 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | 12.000 |
12.000 |
$300.000 |
EACH | 0.0 |
| 0036 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | 2.000 |
2.000 |
$425.000 |
EACH | 0.0 |
| 0037 | STEEL PIPE-2 1/2 INCH | 03340 | 40.000 |
40.000 |
$20.000 |
LF | 0.0 |
| 0038 | STEEL PIPE-4 INCH | 03343 | 40.000 |
40.000 |
$30.000 |
LF | 0.0 |
| 0039 | CURB BOX INLET TYPE B | 01480 | 1.000 |
0.000 |
$3,000.000 |
EACH | 0.0 |
| 0040 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
4.000 |
$2,100.000 |
EACH | 0.1 |
| 0041 | DROP BOX INLET TYPE 16S | 01587 | 1.000 |
0.000 |
$2,600.000 |
EACH | 0.0 |
| 0042 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0043 | METAL END SECTION TY 1-15 INCH | 01370 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0044 | METAL END SECTION TY 1-24 INCH | 01373 | 2.000 |
2.000 |
$1,300.000 |
EACH | 0.0 |
| 0045 | JUNCTION BOX-36 INCH | 01645 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 0046 | SEEDING AND PROTECTION | 05985 | 30,300.000 |
86,686.000 |
$0.400 |
SQYD | 0.1 |
| 0047 | TEMP SEEDING AND PROTECTION | 05953 | 30,300.000 |
30,300.000 |
$0.170 |
SQYD | 0.0 |
| 0048 | SPECIAL SEEDING CROWN VETCH | 05989 | 60,600.000 |
142,690.000 |
$0.230 |
SQYD | 0.1 |
| 0049 | TOPDRESSING FERTILIZER | 05966 | 2.000 |
2.000 |
$400.000 |
TON | 0.0 |
| 0050 | SILT TRAP TYPE B | 02704 | 32.000 |
32.000 |
$300.000 |
EACH | 0.1 |
| 0051 | CLEAN SILT TRAP TYPE B | 02707 | 96.000 |
96.000 |
$25.000 |
EACH | 0.0 |
| 0052 | SILT CHECK | 02705 | 32.000 |
32.000 |
$75.000 |
EACH | 0.0 |
| 0053 | CLEAN SILT CHECK | 02708 | 96.000 |
96.000 |
$25.000 |
EACH | 0.0 |
| 0054 | TEMPORARY SILT FENCE | 02701 | 19,020.000 |
19,020.000 |
$1.000 |
LF | 0.1 |
| 0055 | CLEAN TEMPORARY SILT FENCE | 02709 | 57,060.000 |
57,060.000 |
$0.010 |
LF | 0.0 |
| 0056 | SILT CHECK TY II (MOD) | 09277 | 1.000 |
1.000 |
$150.000 |
EACH | 0.0 |
| 0057 | CLEAN SILT CHECK TY II (MOD) | 09278 | 3.000 |
3.000 |
$25.000 |
EACH | 0.0 |
| 0058 | CHANNEL LINING CLASS IV | 02488 | 10,009.000 |
10,009.000 |
$1.000 |
CUYD | 0.1 |
| 0059 | R/W MARKER RURAL TYPE 1 | 02434 | 55.000 |
55.000 |
$66.750 |
EACH | 0.0 |
| 0060 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 2.000 |
2.000 |
$62.000 |
EACH | 0.0 |
| 0061 | CRUSHED STONE BASE | 00003 | 29,215.000 |
28,747.500 |
$16.750 |
TON | 3.7 |
| 0062 | D G A BASE | 00001 | 3,292.000 |
3,292.000 |
$16.750 |
TON | 0.4 |
| 0063 | TRAFFIC BOUND BASE | 00020 | 1,192.000 |
1,192.000 |
$11.000 |
TON | 0.1 |
| 0064 | EMULSIFIED ASPHALT RS-2 | 00291 | 27.100 |
27.100 |
$350.000 |
TON | 0.1 |
| 0065 | ASPHALT SEAL AGGREGATE | 00100 | 226.000 |
226.000 |
$70.000 |
TON | 0.1 |
| 0066 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 14,012.000 |
14,012.000 |
$42.750 |
TON | 4.6 |
| 0067 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 12,373.000 |
12,373.000 |
$43.750 |
TON | 4.1 |
| 0068 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 3,287.000 |
3,052.410 |
$45.000 |
TON | 1.1 |
| 0069 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 6,336.000 |
6,336.000 |
$43.750 |
TON | 2.1 |
| 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 1,493.000 |
1,493.000 |
$46.500 |
TON | 0.5 |
| 0071 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 4,056.000 |
4,056.000 |
$51.000 |
TON | 1.6 |
| 0072 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 504.000 |
494.450 |
$49.500 |
TON | 0.2 |
| 0073 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 2,112.000 |
6,564.890 |
$49.500 |
TON | 0.8 |
| 0074 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 208.000 |
208.000 |
$56.000 |
TON | 0.1 |
| 0075 | CLEARING AND GRUBBING (82 ACRES) | 02545 | 1.000 |
1.000 |
$194,100.000 |
LS | 1.5 |
| 0076 | STAKING | 02726 | 1.000 |
1.000 |
$145,000.000 |
LS | 1.1 |
| 0077 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$51,500.000 |
LS | 0.4 |
| 8000 | ROADWAY EXCAVATION | 02200 | 0.000 |
4,773,024.000 |
$1.950 |
CUYD | 0.0 |
| 8001 | EROSION CONTROL BLANKET | 05950 | 0.000 |
80,320.000 |
$1.510 |
SQYD | 0.0 |
| 8002 | RELOCATE WATER LINE | 03422 | 0.000 |
1.000 |
$23,720.000 |
LS | 0.0 |
| 8003 | CHANNEL LINING CLASS III | 02484 | 0.000 |
430.130 |
$19.650 |
TON | 0.0 |
| 8004 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
251.490 |
$19.810 |
TON | 0.0 |
| 8005 | TRENCHING | 06427 | 0.000 |
38,111.000 |
$1.650 |
LF | 0.0 |
| 8006 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
1.000 |
$1,875.000 |
EACH | 0.0 |
| 8007 | TEMPORARY GUARDRAIL | 02397 | 0.000 |
4,675.000 |
$13.700 |
LF | 0.0 |
| 8008 | D G A BASE | 00001 | 0.000 |
1,654.180 |
$21.000 |
TON | 0.0 |
| 8009 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | 0.000 |
2,562.160 |
$21.000 |
TON | 0.0 |
| 8010 | EXTRA LENGTH GUARDRAIL POST | 02399 | 0.000 |
100.000 |
$31.500 |
EACH | 0.0 |
| 8011 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
5.000 |
$975.000 |
EACH | 0.0 |
| 8012 | EW~ Slide Removal | 10090NX | 0.000 |
1.000 |
$177,959.270 |
LS | 0.0 |
| 8013 | EW~ Fall Bench | 10090NX | 0.000 |
1.000 |
$740,300.000 |
LS | 0.0 |
| 8014 | EW~ Grout | 10091EX | 0.000 |
15.000 |
$233.740 |
CUYD | 0.0 |
| 8015 | REMOVE Remove Curb | 74072N | 0.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 8016 | DROP BOX INLET TYPE 11 | 01544 | 0.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 8017 | JUNCTION BOX-SPECIAL | 01653 | 0.000 |
1.000 |
$3,700.000 |
EACH | 0.0 |
| 8018 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 0.000 |
3.000 |
$2,300.000 |
EACH | 0.0 |
| 8019 | ENTRANCE PIPE-30 INCH | 00445 | 0.000 |
170.000 |
$38.300 |
LF | 0.0 |
| 8020 | CULVERT PIPE-78 INCH | 00475 | 0.000 |
434.000 |
$378.620 |
LF | 0.0 |
| 8021 | STANDARD CURB AND GUTTER | 01810 | 0.000 |
193.300 |
$27.000 |
LF | 0.0 |
| 8022 | REMOVE GUARDRAIL | 02381 | 0.000 |
1,350.000 |
$2.000 |
LF | 0.0 |
| 8025 | VALUE ENGINEERING | 10120NS | 0.000 |
1.000 |
$168,508.840 |
LS | 0.0 |
| 8026 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$21,518.000 |
LS | 0.0 |
| 8027 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 8029 | FUEL ADJUSTMENT | 10020NS | 0.000 |
381,624.090 |
$1.000 |
DOLL | 0.0 |
| 8030 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
65,788.530 |
$1.000 |
DOLL | 0.0 |
| 8031 | EW~ Barrels | 10090NX | 0.000 |
1.000 |
$8,333.000 |
LS | 0.0 |
| 8033 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 0.000 |
21,000.000 |
$0.410 |
LF | 0.0 |
| 8034 | COST PLUS WORK | 10080NS | 0.000 |
1.000 |
$115,227.980 |
LS | 0.0 |
| 8035 | EW~ Pipe and Collar Invoice Payment | 10090NX | 0.000 |
1.000 |
$6,224.580 |
LS | 0.0 |
| 8037 | EW~ Drainage Correction on McClure Property | 10090NX | 0.000 |
1.000 |
$9,075.000 |
LS | 0.0 |
| 8038 | VALUE ENGINEERING | 10121NX | 0.000 |
62,348.790 |
$1.000 |
DOLL | 0.0 |
| 8039 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
28,244.250 |
$1.000 |
DOLL | 0.0 |
Category Total $11,585,549.18 |
| SM- Project | X088000704001 | CATEGORY NUMBER | 0004 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0100 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$260,000.000 |
LS | 2.0 |
| 0101 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$189,055.310 |
LS | 1.4 |
Category Total $449,055.31 |