|
Item List 030707 |
Date:09/30/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030707 | Primary Project Number | X104012704001 |
| Contract Description | JAMESTOWN BYPASS (US127) | ||
| Primary County | RUSSELL | Federal/State Number | DPR-STPR 0034 (003) |
| Vendor ID | 02628 | Vendor Name | KAY & KAY CONTRACTING LLC |
| Bid Amount | $ 10,897,600.00 | ||
| SM- Project | X104012704001 |
| Fed/State Number | DPR-STPR 0034 (003) |
| Project Description | JAMESTOWN BYPASS (US127) |
| *********** |
| SM- Project | X104012704001 | 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 |
| 0650 | 0001 | ROADWAY EXCAVATION | 02200 | 875,934.000 |
916,944.000 |
$2.280 |
CUYD | 18.3 |
| 0660 | 0002 | GRANULAR EMBANKMENT | 02223 | 1,000.000 |
2,000.000 |
$22.000 |
CUYD | 0.2 |
| 0670 | 0003 | WATER | 02242 | 1,485.000 |
1,485.000 |
$2.500 |
MGAL | 0.0 |
| 1080 | 0004 | CONCRETE-CLASS A | 08100 | 27.810 |
26.880 |
$850.000 |
CUYD | 0.2 |
| 1090 | 0005 | STEEL REINFORCEMENT | 08150 | 1,999.000 |
1,991.000 |
$0.750 |
LB | 0.0 |
| 0870 | 0006 | SETTLEMENT PLATFORM | 02692 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0940 | 0007 | SCARIFYING AND RESHAPING | 02710 | 2,429.000 |
2,429.000 |
$10.000 |
SQYD | 0.2 |
| 1020 | 0008 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 77,357.000 |
77,357.000 |
$0.180 |
LF | 0.1 |
| 1030 | 0009 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 3,100.000 |
3,100.000 |
$1.050 |
LF | 0.0 |
| 1040 | 0010 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 3,100.000 |
3,100.000 |
$1.050 |
LF | 0.0 |
| 1050 | 0011 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 200.000 |
200.000 |
$14.000 |
LF | 0.0 |
| 1060 | 0012 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 18.000 |
18.000 |
$79.750 |
EACH | 0.0 |
| 1070 | 0013 | PAVEMENT MARKER TYPE V-BY | 06591 | 450.000 |
450.000 |
$20.000 |
EACH | 0.1 |
| 0790 | 0014 | SIGNS | 02562 | 224.500 |
224.500 |
$10.000 |
SQFT | 0.0 |
| 0630 | 0015 | BARRICADE-TYPE III | 02014 | 16.000 |
16.000 |
$200.000 |
EACH | 0.0 |
| 0690 | 0016 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 7,136.500 |
7,136.500 |
$9.870 |
LF | 0.6 |
| 0700 | 0017 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 10.000 |
10.000 |
$40.000 |
EACH | 0.0 |
| 0720 | 0018 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 11.000 |
11.000 |
$2,432.000 |
EACH | 0.2 |
| 0730 | 0019 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$655.000 |
EACH | 0.0 |
| 0710 | 0020 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$1,430.000 |
EACH | 0.1 |
| 0740 | 0021 | TEMPORARY GUARDRAIL | 02397 | 125.000 |
1,692.000 |
$10.550 |
LF | 0.0 |
| 0820 | 0022 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0360 | 0023 | REMOVE PIPE | 01310 | 6.000 |
6.000 |
$25.000 |
LF | 0.0 |
| 0610 | 0024 | FILL AND CAP CATCH BASIN | 01710 | 4.000 |
4.000 |
$1,250.000 |
EACH | 0.0 |
| 0170 | 0025 | CULVERT PIPE-18 INCH | 00462 | 129.000 |
189.000 |
$46.000 |
LF | 0.1 |
| 0180 | 0026 | CULVERT PIPE-24 INCH | 00464 | 720.000 |
720.000 |
$41.500 |
LF | 0.3 |
| 0190 | 0027 | CULVERT PIPE-30 INCH | 00466 | 418.000 |
418.000 |
$53.250 |
LF | 0.2 |
| 0200 | 0028 | CULVERT PIPE-36 INCH | 00468 | 495.000 |
623.000 |
$67.750 |
LF | 0.3 |
| 0210 | 0029 | CULVERT PIPE-42 INCH | 00469 | 948.000 |
948.000 |
$88.000 |
LF | 0.8 |
| 0220 | 0030 | CULVERT PIPE-30 INCH EQUIV | 00494 | 32.000 |
32.000 |
$96.000 |
LF | 0.0 |
| 0230 | 0031 | CULVERT PIPE-36 INCH EQUIV | 00496 | 29.000 |
29.000 |
$71.250 |
LF | 0.0 |
| 0260 | 0032 | CULVERT PIPE-48 INCH EQUIV | 00499 | 34.000 |
34.000 |
$89.750 |
LF | 0.0 |
| 0240 | 0033 | CULVERT PIPE-36 INCH EQUIV | 00496 | 101.000 |
101.000 |
$140.000 |
LF | 0.1 |
| 0250 | 0034 | CULVERT PIPE-48 INCH EQUIV | 00499 | 105.000 |
105.000 |
$198.000 |
LF | 0.2 |
| 0270 | 0035 | STORM SEWER PIPE-15 INCH | 00521 | 113.000 |
113.000 |
$30.000 |
LF | 0.0 |
| 0280 | 0036 | STORM SEWER PIPE-18 INCH | 00522 | 195.000 |
261.000 |
$31.000 |
LF | 0.1 |
| 0290 | 0037 | STORM SEWER PIPE-24 INCH | 00524 | 218.000 |
293.000 |
$36.750 |
LF | 0.1 |
| 0120 | 0038 | ENTRANCE PIPE-15 INCH | 00440 | 87.000 |
87.000 |
$21.000 |
LF | 0.0 |
| 0130 | 0039 | ENTRANCE PIPE-18 INCH | 00441 | 312.000 |
312.000 |
$22.500 |
LF | 0.1 |
| 0140 | 0040 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | 63.000 |
63.000 |
$21.500 |
LF | 0.0 |
| 0150 | 0041 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | 29.000 |
29.000 |
$23.000 |
LF | 0.0 |
| 0160 | 0042 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | 31.000 |
31.000 |
$26.000 |
LF | 0.0 |
| 0300 | 0043 | PERFORATED PIPE-4 INCH | 01000 | 1,415.000 |
1,415.000 |
$12.000 |
LF | 0.2 |
| 0310 | 0044 | NON-PERFORATED PIPE-4 INCH | 01010 | 208.000 |
208.000 |
$12.000 |
LF | 0.0 |
| 0320 | 0045 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0330 | 0046 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 4.000 |
4.000 |
$610.000 |
EACH | 0.0 |
| 0340 | 0047 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 7.000 |
7.000 |
$625.000 |
EACH | 0.0 |
| 0350 | 0048 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 14.000 |
14.000 |
$640.000 |
EACH | 0.1 |
| 0530 | 0049 | CURB BOX INLET TYPE A | 01456 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.1 |
| 0540 | 0050 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
| 0550 | 0051 | CURB BOX INLET TYPE F | 01487 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0570 | 0052 | DROP BOX INLET TYPE 5E | 01514 | 1.000 |
1.000 |
$3,250.000 |
EACH | 0.0 |
| 0560 | 0053 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$3,300.000 |
EACH | 0.1 |
| 0580 | 0054 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$3,650.000 |
EACH | 0.0 |
| 0370 | 0055 | METAL END SECTION TY 1-15 INCH | 01370 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 0380 | 0056 | METAL END SECTION TY 1-15 INCH | 01370 | 4.000 |
4.000 |
$625.000 |
EACH | 0.0 |
| 0400 | 0057 | METAL END SECTION TY 1-18 INCH | 01371 | 15.000 |
15.000 |
$800.000 |
EACH | 0.1 |
| 0390 | 0058 | METAL END SECTION TY 1-18 INCH | 01371 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 0410 | 0059 | METAL END SECTION TY 1-24 INCH | 01373 | 2.000 |
2.000 |
$925.000 |
EACH | 0.0 |
| 0420 | 0060 | METAL END SECTION TY 1-36 INCH | 01375 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0430 | 0061 | METAL END SECTION TY 1-48 INCH | 01377 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.1 |
| 0440 | 0062 | METAL END SECTION TY 3-18 INCH | 01391 | 5.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 0450 | 0063 | METAL END SECTION TY 3-24 INCH | 01393 | 9.000 |
9.000 |
$500.000 |
EACH | 0.0 |
| 0510 | 0064 | METAL END SECTION TY 4-24 INCH | 01413 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0470 | 0065 | METAL END SECTION TY 3-30 INCH | 01394 | 2.000 |
2.000 |
$1,250.000 |
EACH | 0.0 |
| 0460 | 0066 | METAL END SECTION TY 3-30 INCH | 01394 | 5.000 |
5.000 |
$1,150.000 |
EACH | 0.1 |
| 0480 | 0067 | METAL END SECTION TY 3-36 INCH | 01395 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 0520 | 0068 | METAL END SECTION TY 4-36 INCH | 01415 | 1.000 |
1.000 |
$2,350.000 |
EACH | 0.0 |
| 0490 | 0069 | METAL END SECTION TY 3-42 INCH | 01396 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0500 | 0070 | METAL END SECTION TY 3-48 INCH | 01397 | 2.000 |
2.000 |
$2,700.000 |
EACH | 0.0 |
| 0590 | 0071 | JUNCTION BOX-48 INCH | 01647 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0600 | 0072 | SPRING BOX INLET TYPE A | 01660 | 1.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1000 | 0073 | SEEDING AND PROTECTION | 05985 | 375,100.000 |
459,538.000 |
$0.270 |
SQYD | 0.9 |
| 0980 | 0074 | TEMP SEEDING AND PROTECTION | 05953 | 37,510.000 |
212,510.000 |
$0.240 |
SQYD | 0.1 |
| 1010 | 0075 | SODDING | 05990 | 266.300 |
266.300 |
$5.500 |
SQYD | 0.0 |
| 0990 | 0076 | TOPDRESSING FERTILIZER | 05966 | 19.400 |
19.400 |
$305.000 |
TON | 0.1 |
| 0970 | 0077 | EROSION CONTROL BLANKET | 05950 | 18,826.700 |
18,826.700 |
$1.160 |
SQYD | 0.2 |
| 0890 | 0078 | SILT TRAP TYPE B | 02704 | 18.000 |
18.000 |
$250.000 |
EACH | 0.0 |
| 0910 | 0079 | CLEAN SILT TRAP TYPE B | 02707 | 36.000 |
36.000 |
$75.000 |
EACH | 0.0 |
| 0900 | 0080 | SILT CHECK (TYPE II) | 02705 | 216.000 |
216.000 |
$65.000 |
EACH | 0.1 |
| 0920 | 0081 | CLEAN SILT CHECK | 02708 | 432.000 |
432.000 |
$25.000 |
EACH | 0.1 |
| 0880 | 0082 | TEMPORARY SILT FENCE | 02701 | 1,817.000 |
6,817.000 |
$3.000 |
LF | 0.1 |
| 0930 | 0083 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,634.000 |
3,634.000 |
$1.000 |
LF | 0.0 |
| 1110 | 0084 | TEMPORARY DITCH (SILT) | 09616 | 3,141.000 |
3,141.000 |
$2.000 |
LF | 0.1 |
| 0760 | 0085 | CHANNEL LINING CLASS II | 02483 | 6,049.900 |
6,049.900 |
$17.000 |
TON | 0.9 |
| 0770 | 0086 | CHANNEL LINING CLASS III | 02484 | 7,748.700 |
7,748.700 |
$17.000 |
TON | 1.2 |
| 0810 | 0087 | FABRIC-GEOTEXTILE TYPE III | 02598 | 2,250.000 |
2,250.000 |
$2.000 |
SQYD | 0.0 |
| 0750 | 0088 | R/W MARKER RURAL TYPE 1 | 02434 | 30.000 |
30.000 |
$79.550 |
EACH | 0.0 |
| 0680 | 0089 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 33,840.000 |
33,840.000 |
$3.630 |
LF | 1.1 |
| 0620 | 0090 | ISLAND HEADER CURB TYPE 2 | 01891 | 84.500 |
84.500 |
$20.000 |
LF | 0.0 |
| 0800 | 0091 | EDGE KEY | 02585 | 184.640 |
184.640 |
$35.000 |
LF | 0.1 |
| 1100 | 0092 | STANDARD CURB AND GUTTER MOD | 09387 | 974.200 |
974.200 |
$25.000 |
LF | 0.2 |
| 0950 | 0093 | SIDEWALK-4 INCH CONCRETE | 02720 | 74.700 |
74.700 |
$30.000 |
SQYD | 0.0 |
| 0640 | 0094 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 120.000 |
120.000 |
$45.000 |
SQYD | 0.0 |
| 0860 | 0095 | ASPH PAVE MILLING & TEXTURING | 02677 | 170.800 |
170.800 |
$35.000 |
TON | 0.1 |
| 0030 | 0096 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 26.000 |
26.000 |
$25.000 |
TON | 0.0 |
| 0010 | 0097 | CRUSHED STONE BASE | 00003 | 59,471.000 |
66,471.000 |
$12.500 |
TON | 6.8 |
| 0020 | 0098 | TRAFFIC BOUND BASE | 00020 | 1,000.000 |
3,200.000 |
$11.250 |
TON | 0.1 |
| 0050 | 0099 | LEVELING & WEDGING PG64-22 | 00190 | 270.000 |
270.000 |
$31.000 |
TON | 0.1 |
| 0090 | 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | 2.000 |
2.000 |
$650.000 |
TON | 0.0 |
| 0040 | 0101 | ASPHALT SEAL AGGREGATE | 00100 | 16.600 |
16.600 |
$50.000 |
TON | 0.0 |
| 0060 | 0102 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 10,775.000 |
10,775.000 |
$31.000 |
TON | 3.1 |
| 0070 | 0103 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 39,188.000 |
39,188.000 |
$31.000 |
TON | 11.1 |
| 0080 | 0104 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | 62.000 |
62.000 |
$31.000 |
TON | 0.0 |
| 0100 | 0105 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 3,935.000 |
3,935.000 |
$32.000 |
TON | 1.2 |
| 0110 | 0106 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 4,745.000 |
4,745.000 |
$32.000 |
TON | 1.4 |
| 0780 | 0107 | CLEARING AND GRUBBING (79.1 ACRES) | 02545 | 1.000 |
1.000 |
$90,000.000 |
LS | 0.8 |
| 0960 | 0108 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.9 |
| 0830 | 0109 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$70,000.000 |
LS | 0.6 |
| 0840 | 0110 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.7 |
| 0850 | 0111 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8000 | 8000 | JUNCTION BOX-54 INCH | 01648 | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8001 | 8001 | STEEL PIPE-2 1/2 INCH | 03340 | 0.000 |
40.000 |
$30.000 |
LF | 0.0 |
| 8002 | 8002 | STEEL PIPE-4 INCH | 03343 | 0.000 |
40.000 |
$35.000 |
LF | 0.0 |
| 8003 | 8003 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
12,000.000 |
$2.000 |
SQYD | 0.0 |
| 8004 | 8004 | SPECIAL SEEDING CROWN VETCH | 05989 | 0.000 |
280,000.000 |
$0.290 |
SQYD | 0.0 |
| 8005 | 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
241,635.000 |
$1.000 |
DOLL | 0.0 |
| 8007 | 8007 | TEMPORARY MULCH | 05952 | 0.000 |
52,000.000 |
$0.210 |
SQYD | 0.0 |
| 8008 | 8008 | CLEAN SINKHOLE | 02469 | 0.000 |
1.000 |
$1,575.000 |
EACH | 0.0 |
| 0660 | 8009 | GRANULAR EMBANKMENT FOR SINKHOLES | 02223 | 0.000 |
100.000 |
$21.000 |
CUYD | 0.0 |
| 8010 | 8010 | STEEL REINFORCEMENT NO. 8 BAR | 08150 | 0.000 |
1,000.000 |
$1.050 |
LB | 0.0 |
| 8011 | 8011 | CONCRETE CAP FOR SINKHOLES | 02556 | 0.000 |
5.000 |
$787.500 |
CUYD | 0.0 |
| 8012 | 8012 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
459,906.000 |
$1.000 |
DOLL | 0.0 |
| 8013 | 8013 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
39,382.000 |
$1.000 |
DOLL | 0.0 |
| 8017 | 8017 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
6.000 |
$2,500.000 |
EACH | 0.0 |
Category Total $6,138,959.85 |
| SM- Project | X104012704001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1120 | 0112 | STRUCTURE GRANULAR BACKFILL | 02231 | 282.000 |
282.000 |
$28.000 |
CUYD | 0.1 |
| 1170 | 0113 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 3,080.000 |
4,480.000 |
$33.000 |
CUYD | 0.9 |
| 1130 | 0114 | MASONRY COATING | 02998 | 2,301.000 |
2,301.000 |
$8.000 |
SQYD | 0.2 |
| 1230 | 0115 | CONCRETE-CLASS A | 08100 | 1,935.600 |
1,935.600 |
$275.000 |
CUYD | 4.9 |
| 1250 | 0116 | CONCRETE-CLASS AA | 08104 | 1,363.300 |
1,363.300 |
$450.000 |
CUYD | 5.6 |
| 1210 | 0117 | PILES-STEEL HP12X53 | 08046 | 885.000 |
885.000 |
$20.000 |
LF | 0.2 |
| 1220 | 0118 | PILE POINTS-12 INCH | 08094 | 28.000 |
28.000 |
$90.000 |
EACH | 0.0 |
| 1200 | 0119 | TEST PILES | 08033 | 76.000 |
76.000 |
$28.000 |
LF | 0.0 |
| 1270 | 0120 | STEEL REINF-EPOXY COATED | 08151 | 436,883.000 |
436,883.000 |
$0.590 |
LB | 2.4 |
| 1260 | 0121 | STEEL REINFORCEMENT | 08150 | 287,746.000 |
287,746.000 |
$0.530 |
LB | 1.4 |
| 1140 | 0122 | EXPANSION JOINT ASSEMBLY | 07440 | 96.000 |
96.000 |
$444.000 |
LF | 0.4 |
| 1290 | 0123 | STRUCTURAL STEEL (APPROX 2574255 LBS) | 08160 | 1.000 |
1.000 |
$2,200,000.000 |
LS | 20.2 |
| 1180 | 0124 | FOUNDATION PREPARATION (BRIDGE) | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.2 |
| 1300 | 0125 | SHEAR CONNECTORS 11365 LBS | 08170 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.3 |
| 8006 | 8006 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $4,003,957.35 |
| SM- Project | X104012704001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1160 | 0126 | STRUCTURE EXCAV-SOLID ROCK |