|
Item List 030745 |
Date:06/01/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030745 | Primary Project Number | X051004105001 |
| Contract Description | US41 | ||
| Primary County | Federal/State Number | NH 41-6 (11) | |
| Vendor ID | 02452 | Vendor Name | FAULKNER CONSTRUCTION LLC |
| Bid Amount | $ 9,677,000.00 | ||
| SM- Project | X051004105001 |
| Fed/State Number | NH 41-6 (11) |
| Project Description | US41 |
| *********** |
| SM- Project | X051004105001 | 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 |
| 0450 | 0001 | ROADWAY EXCAVATION | 02200 | 5,675.000 |
10,956.000 |
$12.000 |
CUYD | 0.7 |
| 0470 | 0002 | EMBANKMENT IN PLACE | 02230 | 5,931.000 |
5,931.000 |
$14.000 |
CUYD | 0.9 |
| 0460 | 0003 | FLOWABLE FILL | 02220 | 30.000 |
30.000 |
$150.000 |
CUYD | 0.0 |
| 0480 | 0004 | DITCHING | 02237 | 5,000.000 |
5,000.000 |
$3.000 |
LF | 0.2 |
| 1180 | 0005 | CONCRETE-CLASS A | 08100 | 3.000 |
3.000 |
$1,000.000 |
CUYD | 0.0 |
| 1190 | 0006 | STEEL REINFORCEMENT | 08150 | 28.000 |
28.000 |
$1.000 |
LB | 0.0 |
| 0740 | 0007 | SAFELOADING | 02690 | 5.400 |
5.400 |
$225.000 |
CUYD | 0.0 |
| 0950 | 0008 | CLASS A CONCRETE FOR SIGNS | 06490 | 21.100 |
21.100 |
$500.000 |
CUYD | 0.1 |
| 0960 | 0009 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 2,074.000 |
2,074.000 |
$1.250 |
LB | 0.0 |
| 0970 | 0010 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 200,000.000 |
200,000.000 |
$0.150 |
LF | 0.3 |
| 0980 | 0011 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 50,205.000 |
50,205.000 |
$0.550 |
LF | 0.3 |
| 0990 | 0012 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 35,676.000 |
35,676.000 |
$0.550 |
LF | 0.2 |
| 1000 | 0013 | PAVE STRIPING-THERMO-12 INCH W | 06546 | 2,924.000 |
2,924.000 |
$2.000 |
LF | 0.1 |
| 1070 | 0014 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 34.000 |
34.000 |
$6.000 |
LF | 0.0 |
| 1080 | 0015 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 1090 | 0016 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 1,250.000 |
1,250.000 |
$6.000 |
EACH | 0.1 |
| 1100 | 0017 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 2,500.000 |
2,500.000 |
$6.000 |
EACH | 0.2 |
| 1110 | 0018 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 721.000 |
721.000 |
$22.000 |
EACH | 0.2 |
| 1120 | 0019 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 760.000 |
760.000 |
$22.000 |
EACH | 0.2 |
| 0810 | 0020 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.1 |
| 0710 | 0021 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 6.000 |
6.000 |
$10,000.000 |
EACH | 0.6 |
| 0610 | 0022 | SIGNS | 02562 | 1,500.000 |
1,500.000 |
$15.000 |
SQFT | 0.2 |
| 0660 | 0023 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0400 | 0024 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$175.000 |
EACH | 0.0 |
| 0920 | 0025 | OSS ALUMINUM 60 FT TRUSS | 06422 | 1.000 |
1.000 |
$30,000.000 |
EACH | 0.3 |
| 0930 | 0026 | REM OVERHEAD SIGN SUPPORT STR | 06449 | 1.000 |
1.000 |
$3,151.000 |
EACH | 0.0 |
| 0940 | 0027 | REM OVERHEAD STRUC CONC BASE | 06450 | 2.000 |
2.000 |
$1,182.000 |
EACH | 0.0 |
| 0500 | 0028 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 18,363.000 |
18,363.000 |
$10.750 |
LF | 2.0 |
| 0510 | 0029 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 1,100.000 |
1,100.000 |
$16.850 |
LF | 0.2 |
| 0520 | 0030 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$33.500 |
EACH | 0.0 |
| 0550 | 0031 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 26.000 |
26.000 |
$2,525.000 |
EACH | 0.7 |
| 0560 | 0032 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 30.000 |
30.000 |
$379.000 |
EACH | 0.1 |
| 0530 | 0033 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 16.000 |
16.000 |
$1,455.000 |
EACH | 0.2 |
| 0580 | 0034 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 13.000 |
13.000 |
$207.000 |
EACH | 0.0 |
| 0570 | 0035 | REMOVE GUARDRAIL | 02381 | 22,910.000 |
22,910.000 |
$2.000 |
LF | 0.5 |
| 0540 | 0036 | CRASH CUSHION TYPE IX-A | 02365 | 8.000 |
8.000 |
$4,540.000 |
EACH | 0.4 |
| 0820 | 0037 | CRASH CUSHION TYPE VI D | 02888 | 2.000 |
2.000 |
$14,160.000 |
EACH | 0.3 |
| 0830 | 0038 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
2.000 |
$8,000.000 |
EACH | 0.2 |
| 1330 | 0039 | REMOVE CRASH CUSHION | 20432ES112 | 8.000 |
8.000 |
$300.000 |
EACH | 0.0 |
| 0360 | 0040 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 110.000 |
110.000 |
$5.450 |
EACH | 0.0 |
| 0370 | 0041 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 400.000 |
1,200.000 |
$5.000 |
EACH | 0.0 |
| 0900 | 0042 | FLEXIBLE DELINEATOR POST-W | 06417 | 50.000 |
50.000 |
$30.000 |
EACH | 0.0 |
| 0910 | 0043 | FLEXIBLE DELINEATOR POST-Y | 06418 | 50.000 |
50.000 |
$30.000 |
EACH | 0.0 |
| 0640 | 0044 | REMOVE HEADWALL | 02625 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 0220 | 0045 | REMOVE PIPE | 01310 | 222.000 |
222.000 |
$10.000 |
LF | 0.0 |
| 0280 | 0046 | REMOVE CURB & GUTTER BOX INLET | 01705 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0330 | 0047 | REMOVE CURB AND GUTTER | 01812 | 1,003.000 |
1,003.000 |
$6.000 |
LF | 0.1 |
| 0350 | 0048 | REMOVE CONCRETE ROLL CURB | 01903 | 2,096.000 |
2,096.000 |
$6.000 |
LF | 0.1 |
| 0130 | 0049 | CULVERT PIPE-15 INCH | 00461 | 734.000 |
734.000 |
$52.000 |
LF | 0.4 |
| 0140 | 0050 | CULVERT PIPE-18 INCH | 00462 | 30.000 |
30.000 |
$100.000 |
LF | 0.0 |
| 0150 | 0051 | CULVERT PIPE-24 INCH | 00464 | 4.000 |
4.000 |
$60.000 |
LF | 0.0 |
| 0160 | 0052 | PERFORATED PIPE-4 INCH | 01000 | 37,256.000 |
37,256.000 |
$5.000 |
LF | 1.9 |
| 0170 | 0053 | NON-PERFORATED PIPE-4 INCH | 01010 | 1,794.000 |
1,794.000 |
$8.000 |
LF | 0.1 |
| 0200 | 0054 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 55.000 |
55.000 |
$375.000 |
EACH | 0.2 |
| 0190 | 0055 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 35.000 |
35.000 |
$400.000 |
EACH | 0.1 |
| 0210 | 0056 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 28.000 |
28.000 |
$400.000 |
EACH | 0.1 |
| 0240 | 0057 | CURB BOX INLET TYPE B | 01480 | 19.000 |
19.000 |
$2,600.000 |
EACH | 0.5 |
| 0250 | 0058 | DROP BOX INLET TYPE 5B | 01505 | 13.000 |
13.000 |
$2,200.000 |
EACH | 0.3 |
| 0260 | 0059 | DROP BOX INLET TYPE 5F | 01517 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0230 | 0060 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0270 | 0061 | REMOVE MEDIAN BOX INLET | 01630 | 15.000 |
15.000 |
$400.000 |
EACH | 0.1 |
| 0310 | 0062 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 27.000 |
27.000 |
$80.000 |
EACH | 0.0 |
| 0290 | 0063 | FILL AND CAP CATCH BASIN | 01710 | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 0300 | 0064 | REMOVE INLET | 01718 | 39.000 |
39.000 |
$200.000 |
EACH | 0.1 |
| 1240 | 0065 | CONC MED BAR BOX IN TY 12B1-50 | 09596 | 3.000 |
3.000 |
$5,000.000 |
EACH | 0.2 |
| 0390 | 0066 | ADJUST MEDIAN BOX BARRIER INLET | 02010 | 5.000 |
5.000 |
$700.000 |
EACH | 0.0 |
| 0860 | 0067 | CLEAN PIPE STRUCTURE AND OUTLET DITCH | 03262 | 23.000 |
23.000 |
$400.000 |
EACH | 0.1 |
| 0890 | 0068 | SEEDING AND PROTECTION | 05985 | 5,000.000 |
5,000.000 |
$0.350 |
SQYD | 0.0 |
| 0880 | 0069 | TEMP SEEDING AND PROTECTION | 05953 | 500.000 |
500.000 |
$0.720 |
SQYD | 0.0 |
| 0870 | 0070 | EROSION CONTROL BLANKET | 05950 | 30,000.000 |
30,000.000 |
$1.400 |
SQYD | 0.4 |
| 0760 | 0071 | SILT CHECK | 02705 | 25.000 |
25.000 |
$60.000 |
EACH | 0.0 |
| 0770 | 0072 | CLEAN SILT CHECK | 02708 | 50.000 |
50.000 |
$20.000 |
EACH | 0.0 |
| 0750 | 0073 | TEMPORARY SILT FENCE | 02701 | 2,985.000 |
2,985.000 |
$2.000 |
LF | 0.1 |
| 0780 | 0074 | CLEAN TEMPORARY SILT FENCE | 02709 | 2,985.000 |
2,985.000 |
$0.500 |
LF | 0.0 |
| 0590 | 0075 | CHANNEL LINING CLASS II | 02483 | 206.000 |
606.000 |
$26.000 |
TON | 0.1 |
| 0600 | 0076 | CHANNEL LINING CLASS III | 02484 | 32.000 |
32.000 |
$30.000 |
TON | 0.0 |
| 0630 | 0077 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,386.000 |
5,386.000 |
$0.800 |
SQYD | 0.0 |
| 0490 | 0078 | REMOVE & REPLACE FENCE | 02268 | 320.000 |
320.000 |
$10.450 |
LF | 0.0 |
| 0340 | 0079 | ISLAND CURB AND GUTTER | 01825 | 874.000 |
874.000 |
$25.000 |
LF | 0.2 |
| 0620 | 0080 | EDGE KEY | 02585 | 428.000 |
428.000 |
$70.000 |
LF | 0.3 |
| 0320 | 0081 | STANDARD CURB AND GUTTER MOD | 01811 | 1,003.000 |
1,003.000 |
$14.000 |
LF | 0.1 |
| 0790 | 0082 | SHOULDERING | 02714 | 1,000.000 |
1,000.000 |
$4.000 |
LF | 0.0 |
| 0410 | 0083 | REMOVE PCC PAVEMENT | 02058 | 3,869.000 |
3,869.000 |
$30.000 |
SQYD | 1.2 |
| 0420 | 0084 | JPC PAVEMENT-9 INCH /24 | 02073 | 3,869.000 |
3,869.000 |
$60.000 |
SQYD | 2.4 |
| 0850 | 0085 | REPAIR EXISTING BLOWUP | 03247 | 433.000 |
433.000 |
$80.000 |
SQYD | 0.4 |
| 0380 | 0086 | RELOCATE TEMP CONC MED BARRIER | 02003 | 12,500.000 |
12,500.000 |
$2.500 |
LF | 0.3 |
| 1160 | 0087 | REINF CONC SLOPE WALL-6 INCH | 08016 | 120.000 |
120.000 |
$40.000 |
SQYD | 0.0 |
| 0840 | 0088 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 12,500.000 |
13,300.000 |
$22.000 |
LF | 2.8 |
| 0730 | 0089 | ASPH PAVE MILLING & TEXTURING | 02677 | 4,426.000 |
5,826.000 |
$13.000 |
TON | 0.6 |
| 0020 | 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 118.000 |
118.000 |
$15.000 |
TON | 0.0 |
| 0010 | 0091 | D G A BASE | 00001 | 30,013.000 |
29,922.000 |
$14.600 |
TON | 4.5 |
| 0040 | 0092 | LEVELING & WEDGING PG64-22 | 00190 | 2,980.000 |
2,980.000 |
$38.000 |
TON | 1.2 |
| 0090 | 0093 | EMULSIFIED ASPHALT RS-2 | 00291 | 60.500 |
60.500 |
$400.000 |
TON | 0.3 |
| 0030 | 0094 | ASPHALT SEAL AGGREGATE | 00100 | 502.000 |
502.000 |
$50.000 |
TON | 0.3 |
| 0120 | 0095 | ASPHALT PLACEMENT WITH MTV | 00338 | 42,116.000 |
42,116.000 |
$1.400 |
TON | 0.6 |
| 0430 | 0096 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | 6,745.000 |
6,745.000 |
$2.250 |
LF | 0.2 |
| 0440 | 0097 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | 16,832.000 |
16,832.000 |
$1.500 |
LF | 0.3 |
| 1170 | 0098 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 300.000 |
300.000 |
$22.000 |
TON | 0.1 |
| 0050 | 0099 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | 10,197.000 |
10,197.000 |
$36.200 |
TON | 3.8 |
| 0060 | 0100 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 21,595.000 |
21,595.000 |
$36.000 |
TON | 8.0 |
| 0070 | 0101 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 21,269.000 |
21,269.000 |
$35.850 |
TON | 7.9 |
| 0080 | 0102 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 20,076.000 |
20,076.000 |
$36.900 |
TON | 7.7 |
| 0100 | 0103 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 6,783.000 |
7,023.000 |
$38.000 |
TON | 2.7 |
| 0110 | 0104 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 7,934.000 |
7,934.000 |
$44.000 |
TON | 3.6 |
| 1010 | 0105 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 5,000.000 |
5,000.000 |
$2.000 |
LF | 0.1 |
| 1020 | 0106 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 5,000.000 |
5,000.000 |
$1.250 |
LF | 0.1 |
| 1030 | 0107 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 5,000.000 |
5,000.000 |
$1.250 |
LF | 0.1 |
| 1040 | 0108 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 16,389.000 |
16,389.000 |
$3.000 |
LF | 0.5 |
| 1050 | 0109 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 14,760.000 |
14,760.000 |
$3.000 |
LF | 0.5 |
| 1060 | 0110 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | 740.000 |
740.000 |
$5.500 |
LF | 0.0 |
| 0670 | 0111 | CROSSOVER MEDIAN (1) | 02655 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0680 | 0112 | CROSSOVER MEDIAN (2) | 02655 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 0690 | 0113 | CROSSOVER MEDIAN (3) | 02655 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0700 | 0114 | CROSSOVER MEDIAN (4) | 02655 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 1260 | 0115 | SLIP RAMP (A) | 20409ED | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 1270 | 0116 | SLIP RAMP (A2) | 20409ED | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 1280 | 0117 | SLIP RAMP (B) | 20409ED | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 1290 | 0118 | SLIP RAMP (B2) | 20409ED | 1.000 |
1.000 |
$9,000.000 |
LS | 0.1 |
| 1300 | 0119 | SLIP RAMP (C) | 20409ED | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 1310 | 0120 | SLIP RAMP (C2) | 20409ED | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 1320 | 0121 | SLIP RAMP (FA) | 20409ED | 1.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 1140 | 0122 | RELOCATE BARRICADE 1B Not lump sum but each | 0758103 | 10.000 |
10.000 |
$50.000 |
LS | 0.0 |
| 1220 | 0123 | CONC MED BARR TY 12C-50 1A | 09071 | 25.000 |
25.000 |
$250.000 |
LF | 0.1 |
| 1210 | 0124 | CONC MED BARR TY 12C-50 | 09071 | 63.000 |
126.000 |
$120.000 |
LF | 0.1 |
| 1200 | 0125 | CONC MED BARR TY 12C-50 | 09071 | 734.000 |
734.000 |
$55.000 |
LF | 0.4 |
| 1230 | 0126 | CONC MED BARR TY 12C-50 MOD | 09071 | 3,953.000 |
3,953.000 |
$70.000 |
LF | 2.9 |
| 1250 | 0127 | REMOVE AND RESET LUMINAIRE | 20193ED | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 1150 | 0128 | REM & RESET OVERHEAD SIGN | 0758603 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 1130 | 0129 | PAVE MARKING-PAINT SYMBOL 18 FT LANE DROP | 06602NC | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
| 0800 | 0130 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 1.0 |
| 0650 | 0131 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$390,000.000 |
LS | 4.0 |
| 0720 | 0132 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 0180 | 0133 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 8000 | 8000 | EW~ Remove Barrier Wall | 10093EX | 0.000 |
4,115.000 |
$14.500 |
LF | 0.0 |
| 8001 | 8001 | EW~ Concrete Barrier Wall Connectors | 10094NX | 0.000 |
65.000 |
$24.500 |
EACH | 0.0 |
| 8002 | 8002 | GUARDRAIL CONNECTOR TO BRIDGE END TY C SPECIAL | 02377 | 0.000 |
8.000 |
$1,213.000 |
EACH | 0.0 |
| 8003 | 8003 | TEMPORARY GUARDRAIL | 02397 | 0.000 |
1,450.000 |
$9.650 |
LF | 0.0 |
| 8004 | 8004 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
1,388.000 |
$7.200 |
LF | 0.0 |
| 8005 | 8005 | EW~ Relap Guardrail | 10093EX | 0.000 |
3,625.000 |
$1.650 |
LF | 0.0 |
| 8006 | 8006 | EW~ Remove And Reset Guardrail End Treatment Ty 1 | 10094NX | 0.000 |
10.000 |
$1,481.000 |
EACH | 0.0 |
| 8007 | 8007 | EW~ Guardrail Connect to bridge end Ty A (Temp.) | 10094NX | 0.000 |
4.000 |
$270.000 |
EACH | 0.0 |
| 8008 | 8008 | STRUCTURE GRANULAR BACKFILL | 02231 | 0.000 |
350.000 |
$34.000 |
CUYD | 0.0 |
| 8009 | 8009 | EXTRA LENGTH GUARDRAIL POST | 02399 | 0.000 |
100.000 |
$28.400 |
EACH | 0.0 |
| 8010 | 8010 | PARTIAL DEPTH PATCHING | 02110 | 0.000 |
45.000 |
$200.000 |
CUFT | 0.0 |
| 8011 | 8011 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
1.000 |
$2,198.000 |