|
Item List 030755 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030755 | Primary Project Number | X036097904001 |
| Contract Description | MINNIE-HAROLD CONNECTOR (KY979) | ||
| Primary County | FLOYD | Federal/State Number | FD04 036 0979 014-019 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 26,054,738.61 | ||
| SM- Project | X036097904001 |
| Fed/State Number | FD04 036 0979 014-019 |
| Project Description | MINNIE-HAROLD CONNECTOR (KY979) |
| *********** |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0590 | 0001 | ROADWAY EXCAVATION | 02200 | 7,610,161.000 |
7,610,161.000 |
$1.980 |
CUYD | 57.8 |
| 1100 | 0002 | STRUCTURE EXCAVATION-COMMON | 08001 | 431.000 |
431.000 |
$5.000 |
CUYD | 0.0 |
| 0600 | 0003 | WATER | 02242 | 100.000 |
100.000 |
$10.000 |
MGAL | 0.0 |
| 1110 | 0004 | CONCRETE-CLASS A | 08100 | 75.140 |
75.140 |
$500.000 |
CUYD | 0.1 |
| 0770 | 0005 | CONCRETE-CLASS B | 02555 | 533.000 |
533.000 |
$280.000 |
CUYD | 0.6 |
| 1120 | 0006 | STEEL REINFORCEMENT | 08150 | 3,345.000 |
3,345.000 |
$1.000 |
LB | 0.0 |
| 1060 | 0007 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,500.000 |
20,500.000 |
$0.250 |
LF | 0.0 |
| 1070 | 0008 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 82,000.000 |
82,000.000 |
$0.300 |
LF | 0.1 |
| 1090 | 0009 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 12.000 |
12.000 |
$175.000 |
EACH | 0.0 |
| 1080 | 0010 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 16,000.000 |
16,000.000 |
$0.850 |
SQFT | 0.1 |
| 0780 | 0011 | SIGNS | 02562 | 1,275.000 |
1,275.000 |
$8.000 |
SQFT | 0.0 |
| 0860 | 0012 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0610 | 0013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 15,937.500 |
15,937.500 |
$10.250 |
LF | 0.6 |
| 0620 | 0014 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 30.000 |
30.000 |
$50.000 |
EACH | 0.0 |
| 0640 | 0015 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.0 |
| 0650 | 0016 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 16.000 |
16.000 |
$500.000 |
EACH | 0.0 |
| 0680 | 0017 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0660 | 0018 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 0630 | 0019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 20.000 |
20.000 |
$1,400.000 |
EACH | 0.1 |
| 0690 | 0020 | TEMPORARY GUARDRAIL | 02397 | 512.500 |
512.500 |
$9.000 |
LF | 0.0 |
| 0670 | 0021 | REMOVE GUARDRAIL | 02381 | 2,004.000 |
2,004.000 |
$1.300 |
LF | 0.0 |
| 0420 | 0022 | REMOVE PIPE | 01310 | 177.000 |
177.000 |
$10.000 |
LF | 0.0 |
| 0580 | 0023 | REMOVE PAVEMENT | 02091 | 2,415.000 |
2,415.000 |
$2.000 |
SQYD | 0.0 |
| 0730 | 0024 | PLUG WATER WELL | 02475 | 8.000 |
8.000 |
$800.000 |
EACH | 0.0 |
| 0240 | 0025 | CULVERT PIPE-15 INCH | 00461 | 1,247.000 |
0.000 |
$40.150 |
LF | 0.2 |
| 0250 | 0026 | CULVERT PIPE-18 INCH | 00462 | 586.000 |
0.000 |
$47.000 |
LF | 0.1 |
| 0260 | 0027 | CULVERT PIPE-24 INCH | 00464 | 644.000 |
0.000 |
$58.100 |
LF | 0.1 |
| 0270 | 0028 | CULVERT PIPE-30 INCH | 00466 | 386.000 |
0.000 |
$56.900 |
LF | 0.1 |
| 0280 | 0029 | CULVERT PIPE-42 INCH | 00469 | 242.000 |
242.000 |
$80.950 |
LF | 0.1 |
| 0290 | 0030 | CULVERT PIPE-60 INCH | 00472 | 244.000 |
244.000 |
$134.700 |
LF | 0.1 |
| 0300 | 0031 | STORM SEWER PIPE-15 INCH | 00521 | 127.000 |
127.000 |
$40.500 |
LF | 0.0 |
| 0310 | 0032 | STORM SEWER PIPE-18 INCH | 00522 | 72.000 |
72.000 |
$57.300 |
LF | 0.0 |
| 0320 | 0033 | STORM SEWER PIPE-24 INCH | 00524 | 153.000 |
153.000 |
$48.750 |
LF | 0.0 |
| 0200 | 0034 | ENTRANCE PIPE-15 INCH | 00440 | 290.000 |
290.000 |
$23.100 |
LF | 0.0 |
| 0210 | 0035 | ENTRANCE PIPE-18 INCH | 00441 | 124.000 |
124.000 |
$24.600 |
LF | 0.0 |
| 0220 | 0036 | ENTRANCE PIPE-24 INCH | 00443 | 42.000 |
42.000 |
$27.400 |
LF | 0.0 |
| 0230 | 0037 | ENTRANCE PIPE-30 INCH | 00445 | 36.000 |
36.000 |
$29.900 |
LF | 0.0 |
| 0330 | 0038 | PERFORATED PIPE-4 INCH | 01000 | 34,127.000 |
34,127.000 |
$4.950 |
LF | 0.6 |
| 0350 | 0039 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,571.000 |
2,571.000 |
$8.850 |
LF | 0.1 |
| 0340 | 0040 | PERFORATED PIPE-8 INCH | 01002 | 659.000 |
659.000 |
$7.000 |
LF | 0.0 |
| 0360 | 0041 | NON-PERFORATED PIPE-8 INCH | 01012 | 608.000 |
608.000 |
$6.000 |
LF | 0.0 |
| 0370 | 0042 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 26.000 |
26.000 |
$500.000 |
EACH | 0.0 |
| 0380 | 0043 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | 9.000 |
9.000 |
$450.000 |
EACH | 0.0 |
| 0390 | 0044 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 0400 | 0045 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0410 | 0046 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 97.000 |
97.000 |
$500.000 |
EACH | 0.2 |
| 0510 | 0047 | DROP BOX INLET TYPE 1 | 01490 | 6.000 |
6.000 |
$2,300.000 |
EACH | 0.1 |
| 0520 | 0048 | DROP BOX INLET TYPE 2 | 01493 | 4.000 |
4.000 |
$2,400.000 |
EACH | 0.0 |
| 0530 | 0049 | DROP BOX INLET TYPE 5B | 01505 | 7.000 |
7.000 |
$2,200.000 |
EACH | 0.1 |
| 0540 | 0050 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0470 | 0051 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0480 | 0052 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0490 | 0053 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 0500 | 0054 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 3.000 |
3.000 |
$3,500.000 |
EACH | 0.0 |
| 0430 | 0055 | METAL END SECTION TY 1-15 INCH | 01370 | 3.000 |
3.000 |
$435.000 |
EACH | 0.0 |
| 0440 | 0056 | METAL END SECTION TY 1-18 INCH | 01371 | 6.000 |
6.000 |
$700.000 |
EACH | 0.0 |
| 0450 | 0057 | METAL END SECTION TY 1-24 INCH | 01373 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0460 | 0058 | METAL END SECTION TY 1-30 INCH | 01374 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0550 | 0059 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0560 | 0060 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 1000 | 0061 | PREFABRICATED WICK DRAIN | 02774 | 23,065.000 |
23,065.000 |
$0.500 |
LF | 0.0 |
| 0700 | 0062 | SEPTIC TANK TREATMENT | 02404 | 28.000 |
28.000 |
$75.000 |
EACH | 0.0 |
| 0890 | 0063 | SETTLEMENT PLATFORM | 02692 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 1040 | 0064 | SEEDING AND PROTECTION | 05985 | 39,000.000 |
39,000.000 |
$0.350 |
SQYD | 0.1 |
| 1020 | 0065 | TEMP SEEDING AND PROTECTION | 05953 | 50,000.000 |
50,000.000 |
$0.250 |
SQYD | 0.0 |
| 1050 | 0066 | SPECIAL SEEDING CROWN VETCH | 05989 | 78,000.000 |
78,000.000 |
$0.250 |
SQYD | 0.1 |
| 1030 | 0067 | TOPDRESSING FERTILIZER | 05966 | 6.000 |
6.000 |
$495.000 |
TON | 0.0 |
| 1010 | 0068 | EROSION CONTROL BLANKET | 05950 | 1,738.000 |
1,738.000 |
$1.600 |
SQYD | 0.0 |
| 0920 | 0069 | SILT TRAP TYPE A | 02703 | 24.000 |
24.000 |
$200.000 |
EACH | 0.0 |
| 0950 | 0070 | CLEAN SILT TRAP TYPE A | 02706 | 72.000 |
72.000 |
$25.000 |
EACH | 0.0 |
| 0930 | 0071 | SILT TRAP TYPE B | 02704 | 55.000 |
55.000 |
$250.000 |
EACH | 0.1 |
| 0960 | 0072 | CLEAN SILT TRAP TYPE B | 02707 | 165.000 |
165.000 |
$25.000 |
EACH | 0.0 |
| 0940 | 0073 | SILT CHECK | 02705 | 83.000 |
83.000 |
$50.000 |
EACH | 0.0 |
| 0970 | 0074 | CLEAN SILT CHECK | 02708 | 249.000 |
249.000 |
$10.000 |
EACH | 0.0 |
| 0900 | 0075 | TEMPORARY SILT FENCE | 02701 | 11,768.000 |
11,768.000 |
$2.250 |
LF | 0.1 |
| 0980 | 0076 | CLEAN TEMPORARY SILT FENCE | 02709 | 36,537.000 |
36,537.000 |
$0.100 |
LF | 0.0 |
| 0740 | 0077 | CHANNEL LINING CLASS IA | 02482 | 549.000 |
549.000 |
$65.000 |
TON | 0.1 |
| 0750 | 0078 | CHANNEL LINING CLASS IV | 02488 | 16,104.000 |
16,104.000 |
$4.000 |
CUYD | 0.2 |
| 0790 | 0079 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 18,100.000 |
18,100.000 |
$0.010 |
SQYD | 0.0 |
| 0710 | 0080 | R/W MARKER RURAL TYPE 1 | 02434 | 189.000 |
189.000 |
$80.000 |
EACH | 0.1 |
| 0720 | 0081 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 7.000 |
7.000 |
$80.000 |
EACH | 0.0 |
| 0570 | 0082 | ISLAND HEADER CURB TYPE 1 | 01890 | 450.000 |
450.000 |
$25.000 |
LF | 0.0 |
| 0880 | 0083 | ASPH PAVE MILLING & TEXTURING | 02677 | 50.000 |
50.000 |
$75.000 |
TON | 0.0 |
| 0060 | 0084 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 126.000 |
126.000 |
$75.000 |
TON | 0.0 |
| 0020 | 0085 | CRUSHED STONE BASE | 00003 | 1,803.000 |
1,803.000 |
$19.810 |
TON | 0.1 |
| 0010 | 0086 | D G A BASE | 00001 | 45,064.000 |
45,064.000 |
$19.810 |
TON | 3.4 |
| 0040 | 0087 | TRAFFIC BOUND BASE | 00020 | 2,509.000 |
2,509.000 |
$14.000 |
TON | 0.1 |
| 0190 | 0088 | ASPHALT CURING SEAL | 00358 | 56.000 |
56.000 |
$350.000 |
TON | 0.1 |
| 0140 | 0089 | EMULSIFIED ASPHALT RS-2 | 00291 | 58.000 |
58.000 |
$425.000 |
TON | 0.1 |
| 0070 | 0090 | ASPHALT SEAL AGGREGATE | 00100 | 486.000 |
486.000 |
$65.000 |
TON | 0.1 |
| 0030 | 0091 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 11,511.000 |
11,511.000 |
$38.630 |
TON | 1.7 |
| 0910 | 0092 | SAND FOR BLOTTER | 02702 | 139.000 |
139.000 |
$30.000 |
TON | 0.0 |
| 0050 | 0093 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 3,264.000 |
3,264.000 |
$1.000 |
CUYD | 0.0 |
| 0110 | 0094 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 2,032.000 |
2,032.000 |
$48.750 |
TON | 0.4 |
| 0100 | 0095 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 9,939.000 |
9,939.000 |
$55.360 |
TON | 2.1 |
| 0090 | 0096 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 12,465.000 |
12,465.000 |
$47.880 |
TON | 2.3 |
| 0080 | 0097 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,816.000 |
2,816.000 |
$47.880 |
TON | 0.5 |
| 0120 | 0098 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,546.000 |
2,546.000 |
$48.750 |
TON | 0.5 |
| 0130 | 0099 | CL1 ASPH BIND 0.50D PG64-22 | 00271 | 374.000 |
374.000 |
$55.830 |
TON | 0.1 |
| 0180 | 0100 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | 4,547.000 |
4,547.000 |
$64.930 |
TON | 1.1 |
| 0170 | 0101 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,300.000 |
1,300.000 |
$55.830 |
TON | 0.3 |
| 0160 | 0102 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 461.000 |
461.000 |
$55.830 |
TON | 0.1 |
| 0150 | 0103 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 869.000 |
869.000 |
$55.830 |
TON | 0.2 |
| 0760 | 0104 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$486,000.000 |
LS | 1.9 |
| 0990 | 0105 | STAKING | 02726 | 1.000 |
1.000 |
$250,000.000 |
LS | 1.0 |
| 0800 | 0106 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$38,800.000 |
LS | 0.1 |
| 0820 | 0107 | DIVERSIONS (BY-PASS DETOURS) (KY979 CONNECTOR) | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0840 | 0108 | DIVERSIONS (BY-PASS DETOURS) (PARSONS BRANCH | 02651 | 1.000 |
1.000 |
$4,600.000 |
LS | 0.0 |
| 0830 | 0109 | DIVERSIONS (BY-PASS DETOURS) (PARSONS BRANCH | 02651 | 1.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
| 0850 | 0110 | DIVERSIONS (BY-PASS DETOURS) (STA 471+62.39) | 02651 | 1.000 |
1.000 |
$3,100.000 |
LS | 0.0 |
| 0810 | 0111 | DIVERSIONS (BY-PASS DETOURS) (APPR TO KY3379) | 02651 | 1.000 |
1.000 |
$7,550.000 |
LS | 0.0 |
| 0870 | 0112 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8000 | 8000 | MOBILIZATION for Pneumatic Backstowing | 02568 | 0.000 |
1.000 |
$3,450.000 |
LS | 0.0 |
| 8001 | 8001 | PNEUMATIC BACKSTOWING to stablize Auger Holes | 20667ED | 0.000 |
5,048.380 |
$69.000 |
TON | 0.0 |
| 8002 | 8002 | PVC PIPE-4 INCH FOR DRAINAGE FROM AUGER HOLES | 03383 | 0.000 |
1,700.000 |
$5.750 |
LF | 0.0 |
| 8003 | 8003 | STEEL PIPE-2 1/2 INCH for Settlement Platform | 03340 | 0.000 |
95.000 |
$30.000 |
LF | 0.0 |
| 8004 | 8004 | STEEL PIPE-4 INCH for Settlement Platform | 03343 | 0.000 |
95.000 |
$38.000 |
LF | 0.0 |
| 8006 | 8006 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1.000 |
$115,895.830 |
DOLL | 0.0 |
| 8007 | 8007 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1,363,771.990 |
$1.000 |
DOLL | 0.0 |
| 8008 | 8008 | RETAINING WALL-GABION USED WITH BACKSTOWING | 02610 | 0.000 |
400.000 |
$121.000 |
CUYD | 0.0 |
| 8009 | 8009 | CULVERT PIPE-36 INCH | 00468 | 0.000 |
386.000 |
$64.750 |
LF | 0.0 |
| 8010 | 8010 | MOBILIZATION for Pneumatic Backstowing | 02568 | 0.000 |
1.000 |
$3,450.000 |
LS | 0.0 |
| 0250 | 8011 | CULVERT PIPE-18 INCH Corrected quantity. | 00462 | 0.000 |
1,247.000 |
$44.500 |
LF | 0.0 |
| 0260 | 8012 | CULVERT PIPE-24 INCH Corrected quantity. | 00464 | 0.000 |
586.000 |
$51.300 |
LF | 0.0 |
| 0270 | 8013 | CULVERT PIPE-30 INCH Corrected quantity. | 00466 | 0.000 |
732.000 |
$61.500 |
LF | 0.0 |
| 0590 | 8014 | ROADWAY EXCAVATION EXTRA WORK | 02200 | 0.000 |
92,000.000 |
$3.500 |
CUYD | 0.0 |
| 8015 | 8015 | INSTALL GUARDRAIL-STEEL W BM-S FACE STEEL PRICE ADJUSTMENT | 02353 | 0.000 |
3,800.770 |
$1.000 |
LF | 0.0 |
| 8016 | 8016 | EW~ Additional permitting and Engineering Costs- Tackett Br. | 10094NX | 0.000 |
1.000 |
$128,650.670 |
EACH | 0.0 |
| 8017 | 8017 | EW~ Stream Mitigation | 10094NX | 0.000 |
1.000 |
$750,000.000 |
EACH | 0.0 |
| 8018 | 8018 | EW~ Extra Work; Tackett Branch Area | 10094NX | 0.000 |
1.000 |
$1,587,244.150 |
EACH | 0.0 |
| 8019 | 8019 | EW~ Administrative Settlement for various delays on project | 10094NX | 0.000 |
1.000 |
$1,224,430.080 |
EACH | 0.0 |
| 8020 | 8020 | EW~ Grade and Erosion control work | 10094NX | 0.000 |
1.000 |
$73,900.000 |
EACH | 0.0 |
| 8021 | 8021 | TEMPORARY BARRIER WALL RETAINER Temporary Barrier Retaining wall | 20672ND | 0.000 |
1.000 |
$19,092.000 |
EACH | 0.0 |
| 8022 | 8022 | EW~ Backfill behind barrier wall between STA 422 and 423 | 10094NX | 0.000 |
1.000 |
$11,400.000 |
EACH | 0.0 |
| 8023 | 8023 | EW~ Modified Drop Inlet Box Between STA 512 and 513 | 10094NX | 0.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 8024 | 8024 | PAVEMENT MARKER TYPE IV-BY Pavement Markers added between STA 422 and STA 429 | 06582 | 0.000 |
40.000 |
$11.000 |
EACH | 0.0 |
| 8025 | 8025 | EW~ Pavement Striping-temporary paint- stop bar | 10094NX | 0.000 |
1.000 |
$110.000 |
EACH | 0.0 |
| 0086 | 8028 | D G A BASE | 00001 | 0.000 |
-41,934.590 |
$19.810 |
TON | 0.0 |
| 0088 | 8029 | ASPHALT CURING SEAL | 00358 | 0.000 |
-56.000 |
$350.000 |
TON | 0.0 |
| 0089 | 8030 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.000 |
-58.000 |
$425.000 |
TON | 0.0 |
| 0070 | 8031 | ASPHALT SEAL AGGREGATE | 00100 | 0.000 |
-486.000 |
$65.000 |
TON | 0.0 |
| 0091 | 8032 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 0.000 |
-10,970.330 |
$38.630 |
TON | 0.0 |
| 0094 | 8033 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 0.000 |
-2,032.000 |
$48.750 |
TON | 0.0 |
| 0095 | 8034 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 0.000 |
-9,424.260 |
$55.360 |
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