|
Item List 020526 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020526 | Primary Project Number | X041762405001 |
| Contract Description | EAST DRY RIDGE CONNECTOR | ||
| Primary County | GRANT | Federal/State Number | FD04 041 7624 |
| Vendor ID | 02032 | Vendor Name | RIFLE COAL CO / JUDY CONSTRUCTION JOINT VENTURE |
| Bid Amount | $ 9,140,171.61 | ||
| SM- Project | X041762405001 |
| Fed/State Number | FD04 041 7624 |
| Project Description | EAST DRY RIDGE CONNECTOR |
| *********** |
| SM- Project | X041762405001 | 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 |
| 0510 | 0001 | ROADWAY EXCAVATION | 02200M | 210.500 |
210.500 |
$10.000 |
CU M | 0.0 |
| 0520 | 0002 | SPECIAL EXCAVATION | 02204M | 1,712.000 |
1,712.000 |
$5.000 |
CU M | 0.1 |
| 0530 | 0003 | GRANULAR EMBANKMENT | 02223M | 29,198.000 |
34,198.000 |
$20.650 |
CU M | 6.6 |
| 0540 | 0004 | EMBANKMENT IN PLACE | 02230M | 649,585.000 |
682,364.380 |
$3.550 |
CU M | 25.2 |
| 0550 | 0005 | WATER | 02242M | 3,000.000 |
3,000.000 |
$3.000 |
CU M | 0.1 |
| 1050 | 0006 | CONCRETE-CLASS A | 08100M | 22.530 |
22.530 |
$700.000 |
CU M | 0.2 |
| 0700 | 0007 | CONCRETE-CLASS B | 02555M | 44.000 |
44.000 |
$600.000 |
CU M | 0.3 |
| 1060 | 0008 | STEEL REINFORCEMENT | 08150M | 937.400 |
937.400 |
$2.000 |
KG | 0.0 |
| 0760 | 0009 | SAFELOADING | 02690M | 28.000 |
28.000 |
$175.000 |
CU M | 0.1 |
| 0570 | 0010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 2,702.040 |
3,452.040 |
$33.920 |
M | 1.0 |
| 0580 | 0011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
9.000 |
$32.350 |
EACH | 0.0 |
| 0600 | 0012 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$2,763.000 |
EACH | 0.1 |
| 0610 | 0013 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$475.000 |
EACH | 0.0 |
| 0630 | 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 5.000 |
5.000 |
$1,450.000 |
EACH | 0.1 |
| 0590 | 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$456.000 |
EACH | 0.0 |
| 0620 | 0016 | REMOVE & RESET GUARDRAIL | 02383M | 19.000 |
19.000 |
$31.650 |
M | 0.0 |
| 0930 | 0017 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 1,812.000 |
6,971.690 |
$0.750 |
M | 0.0 |
| 0940 | 0018 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 17,026.000 |
17,026.000 |
$0.580 |
M | 0.1 |
| 0950 | 0019 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 100.000 |
488.900 |
$4.750 |
M | 0.0 |
| 0960 | 0020 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 470.000 |
969.610 |
$4.750 |
M | 0.0 |
| 0970 | 0021 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 118.000 |
118.000 |
$24.500 |
M | 0.0 |
| 0980 | 0022 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 190.000 |
190.000 |
$16.750 |
SQ M | 0.0 |
| 0990 | 0023 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 4.000 |
4.000 |
$85.000 |
EACH | 0.0 |
| 1000 | 0024 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 25.000 |
25.000 |
$95.000 |
EACH | 0.0 |
| 1010 | 0025 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 1.000 |
1.000 |
$135.000 |
EACH | 0.0 |
| 1020 | 0026 | PAVE MARKING-PREF THERMO ONLY | 06576 | 10.000 |
10.000 |
$142.500 |
EACH | 0.0 |
| 1040 | 0027 | PAVEMENT MARKER TYPE V-BY | 06591 | 515.000 |
515.000 |
$19.250 |
EACH | 0.1 |
| 1030 | 0028 | PAVEMENT MARKER TYPE V-MW | 06589 | 125.000 |
125.000 |
$19.250 |
EACH | 0.0 |
| 0860 | 0029 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 0710 | 0030 | SIGNS | 02562M | 24.000 |
107.705 |
$50.000 |
SQ M | 0.0 |
| 0490 | 0031 | REMOVE PAVEMENT | 02091M | 917.000 |
917.000 |
$3.000 |
SQ M | 0.0 |
| 0460 | 0032 | REMOVE CURB | 01904M | 31.000 |
31.000 |
$10.000 |
M | 0.0 |
| 0400 | 0033 | CAP DROP BOX INLET | 01584 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0160 | 0034 | CULVERT PIPE-450 MM | 00462M | 19.000 |
19.000 |
$138.000 |
M | 0.0 |
| 0170 | 0035 | CULVERT PIPE-600 MM | 00464M | 146.500 |
155.000 |
$163.000 |
M | 0.3 |
| 0180 | 0036 | CULVERT PIPE-750 MM | 00466M | 320.500 |
320.500 |
$183.000 |
M | 0.6 |
| 0190 | 0037 | CULVERT PIPE-1050 MM | 00469M | 92.000 |
92.000 |
$247.000 |
M | 0.2 |
| 0200 | 0038 | CULVERT PIPE-1500 MM | 00472M | 88.000 |
88.000 |
$440.000 |
M | 0.4 |
| 0210 | 0039 | CULVERT PIPE-1650 MM | 00473M | 190.000 |
190.000 |
$474.000 |
M | 1.0 |
| 0220 | 0040 | STORM SEWER PIPE-375 MM | 00521M | 765.160 |
765.160 |
$108.000 |
M | 0.9 |
| 0230 | 0041 | STORM SEWER PIPE-450 MM | 00522M | 364.780 |
364.780 |
$112.000 |
M | 0.4 |
| 0240 | 0042 | STORM SEWER PIPE-600 MM | 00524M | 39.490 |
39.490 |
$146.000 |
M | 0.1 |
| 0140 | 0043 | ENTRANCE PIPE-375 MM | 00440M | 71.500 |
76.500 |
$115.000 |
M | 0.1 |
| 0150 | 0044 | ENTRANCE PIPE-450 MM | 00441M | 14.000 |
14.000 |
$119.000 |
M | 0.0 |
| 0250 | 0045 | SLOTTED DRAIN PIPE-375 MM | 00981M | 24.380 |
24.380 |
$289.000 |
M | 0.1 |
| 0260 | 0046 | PERFORATED PIPE-100 MM | 01000M | 2,922.000 |
3,622.000 |
$15.250 |
M | 0.5 |
| 0270 | 0047 | NON-PERFORATED PIPE-100 MM | 01010M | 36.000 |
306.000 |
$32.000 |
M | 0.0 |
| 0280 | 0048 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0290 | 0049 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 7.000 |
7.000 |
$525.000 |
EACH | 0.0 |
| 0300 | 0050 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 3.000 |
3.000 |
$525.000 |
EACH | 0.0 |
| 0350 | 0051 | CURB BOX INLET TYPE A | 01456 | 22.000 |
22.000 |
$3,000.000 |
EACH | 0.7 |
| 0360 | 0052 | CURB BOX INLET TYPE B | 01480 | 7.000 |
7.000 |
$3,000.000 |
EACH | 0.2 |
| 0370 | 0053 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.0 |
| 0380 | 0054 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0390 | 0055 | DROP BOX INLET TYPE 16G | 01581 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.1 |
| 0310 | 0056 | METAL END SECTION TY 3-18 INCH | 01391 | 7.000 |
7.000 |
$650.000 |
EACH | 0.0 |
| 0320 | 0057 | METAL END SECTION TY 3-24 INCH | 01393 | 9.000 |
9.000 |
$800.000 |
EACH | 0.1 |
| 0330 | 0058 | METAL END SECTION TY 3-30 INCH | 01394 | 11.000 |
11.000 |
$1,750.000 |
EACH | 0.2 |
| 0340 | 0059 | METAL END SECTION TY 3-42 INCH | 01396 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0410 | 0060 | MANHOLE TYPE B | 01761 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0900 | 0061 | SEEDING AND PROTECTION | 05985M | 174,689.000 |
232,689.000 |
$0.340 |
SQ M | 0.6 |
| 0880 | 0062 | TEMP SEEDING AND PROTECTION | 05953M | 17,600.000 |
17,600.000 |
$0.210 |
SQ M | 0.0 |
| 0910 | 0063 | SPECIAL SEEDING CROWN VETCH | 05989M | 47,359.000 |
139,959.000 |
$0.370 |
SQ M | 0.2 |
| 0920 | 0064 | SODDING | 05990M | 1,312.000 |
2,522.000 |
$5.690 |
SQ M | 0.1 |
| 0890 | 0065 | TOPDRESSING FERTILIZER | 05966M | 9.800 |
9.800 |
$335.000 |
MTON | 0.0 |
| 0870 | 0066 | EROSION CONTROL BLANKET | 05950M | 3,296.000 |
8,806.000 |
$1.400 |
SQ M | 0.1 |
| 0780 | 0067 | SILT TRAP TYPE A | 02703 | 17.000 |
17.000 |
$200.000 |
EACH | 0.0 |
| 0810 | 0068 | CLEAN SILT TRAP TYPE A | 02706 | 51.000 |
51.000 |
$50.000 |
EACH | 0.0 |
| 0790 | 0069 | SILT TRAP TYPE B | 02704 | 40.000 |
40.000 |
$250.000 |
EACH | 0.1 |
| 0820 | 0070 | CLEAN SILT TRAP TYPE B | 02707 | 120.000 |
120.000 |
$50.000 |
EACH | 0.1 |
| 0800 | 0071 | SILT CHECK | 02705 | 39.000 |
39.000 |
$40.000 |
EACH | 0.0 |
| 0830 | 0072 | CLEAN SILT CHECK | 02708 | 117.000 |
117.000 |
$20.000 |
EACH | 0.0 |
| 0670 | 0073 | CHANNEL LINING CLASS II | 02483M | 3,264.000 |
3,289.000 |
$17.300 |
MTON | 0.6 |
| 0680 | 0074 | CHANNEL LINING CLASS III | 02484M | 3,144.000 |
3,974.000 |
$18.000 |
MTON | 0.6 |
| 0720 | 0075 | FABRIC-GEOTEXTILE TYPE III | 02598M | 3,418.000 |
3,418.000 |
$1.150 |
SQ M | 0.0 |
| 0730 | 0076 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 18,519.000 |
36,519.000 |
$1.250 |
SQ M | 0.3 |
| 0640 | 0077 | R/W MARKER RURAL TYPE 1 | 02434 | 29.000 |
29.000 |
$64.000 |
EACH | 0.0 |
| 0650 | 0078 | R/W MARKER RURAL TYPE 2 | 02435 | 7.000 |
7.000 |
$75.000 |
EACH | 0.0 |
| 0660 | 0079 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 37.000 |
37.000 |
$58.000 |
EACH | 0.0 |
| 0560 | 0080 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 4,323.000 |
4,323.000 |
$12.560 |
M | 0.6 |
| 0420 | 0081 | STANDARD CURB AND GUTTER | 01810M | 521.500 |
521.500 |
$42.600 |
M | 0.2 |
| 0450 | 0082 | STANDARD HEADER CURB | 01875M | 59.000 |
59.000 |
$50.700 |
M | 0.0 |
| 0430 | 0083 | STANDARD INTEGRAL CURB | 01830M | 870.000 |
870.000 |
$17.170 |
M | 0.2 |
| 0440 | 0084 | ISLAND INTEGRAL CURB | 01845M | 10.650 |
10.650 |
$26.510 |
M | 0.0 |
| 0840 | 0085 | SIDEWALK-100 MM CONCRETE | 02720M | 2,402.000 |
2,402.000 |
$33.650 |
SQ M | 0.9 |
| 0500 | 0086 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 878.000 |
1,238.000 |
$49.700 |
SQ M | 0.5 |
| 0470 | 0087 | JPC PAVEMENT-250 MM | 02069M | 12,282.000 |
12,282.000 |
$46.060 |
SQ M | 6.2 |
| 0480 | 0088 | JPC PAVEMENT-200 MM | 02084M | 2,860.000 |
2,860.000 |
$41.770 |
SQ M | 1.3 |
| 0020 | 0089 | CRUSHED STONE BASE | 00003M | 12,231.000 |
12,231.000 |
$12.850 |
MTON | 1.7 |
| 0010 | 0090 | D G A BASE | 00001M | 33,336.000 |
34,399.000 |
$13.340 |
MTON | 4.9 |
| 0130 | 0091 | ASPHALT CURING SEAL | 00358M | 48.000 |
48.000 |
$220.000 |
MTON | 0.1 |
| 0100 | 0092 | EMULSIFIED ASPHALT RS-2 | 00291M | 7.000 |
7.000 |
$275.000 |
MTON | 0.0 |
| 0070 | 0093 | ASPHALT SEAL AGGREGATE | 00100M | 57.000 |
182.000 |
$46.300 |
MTON | 0.0 |
| 0060 | 0094 | DRAINAGE BLANKET-EMBANKMENT | 00021M | 5,557.000 |
5,557.000 |
$26.000 |
CU M | 1.6 |
| 0050 | 0095 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 5,696.000 |
5,696.000 |
$29.350 |
MTON | 1.8 |
| 0030 | 0096 | LIME STABILIZED ROADBED | 00013M | 43,822.000 |
43,822.000 |
$1.970 |
SQ M | 0.9 |
| 0040 | 0097 | LIME | 00014M | 925.000 |
925.000 |
$88.180 |
MTON | 0.9 |
| 0770 | 0098 | SAND FOR BLOTTER | 02702M | 110.000 |
110.000 |
$22.000 |
MTON | 0.0 |
| 0080 | 0099 | CL1 ASPH BASE 25.0D PG64-22 | 00211M | 9,539.000 |
10,872.500 |
$30.700 |
MTON | 3.2 |
| 0090 | 0100 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 18,218.000 |
18,218.000 |
$30.700 |
MTON | 6.1 |
| 0110 | 0101 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 2,152.000 |
2,257.770 |
$35.500 |
MTON | 0.8 |
| 0120 | 0102 | CL2 ASPH SURF 9.50C PG64-22 | 00304M | 2,069.000 |
2,069.000 |
$35.500 |
MTON | 0.8 |
| 0690 | 0103 | CLEARING AND GRUBBING 29.4 HEC | 02545 | 1.000 |
1.000 |
$56,600.000 |
LS | 0.6 |
| 0850 | 0104 | STAKING | 02726 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.9 |
| 0740 | 0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$27,455.000 |
LS | 0.3 |
| 0750 | 0106 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$11,500.000 |
LS | 0.1 |
| 8000 | 8000 | TEMPORARY SILT FENCE | 02701M | 0.000 |
2,000.000 |
$6.560 |
M | 0.0 |
| 8001 | 8001 | CLEAN TEMPORARY SILT FENCE | 02709M | 0.000 |
2,000.000 |
$1.200 |
M | 0.0 |
| 8002 | 8002 | FENCE-TEMPORARY | 02259M | 0.000 |
200.000 |
$11.870 |
M | 0.0 |
| 9004 | 8004 | EMBANKMENT IN PLACE BERM | 02230M | 0.000 |
1,030.000 |
$10.830 |
CU M | 0.0 |
| 8005 | 8005 | EMBANKMENT IN PLACE PARKING AREA | 02230M | 0.000 |
28,967.000 |
$5.870 |
CU M | 0.0 |
| 8006 | 8006 | JUNCTION BOX-750 MM | 01644M | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8007 | 8007 | PLUG PIPE | 01314 | 0.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 8008 | 8008 | STAKING SPECIAL DANA | 02726 | 0.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 8009 | 8009 | COST PLUS WORK REMOVE SCRAP SCHOOL BUSES | 10080NS | 0.000 |
1.000 |
$399.470 |
LS | 0.0 |
| 8010 | 8010 | CHAIN LINK FENCE-1.2 M | 08710M | 0.000 |
70.000 |
$56.000 |
M | 0.0 |
| 8011 | 8011 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 0.000 |
1.000 |
$3,250.000 |
LS | 0.0 |
| 8013 | 8013 | SEGMENTAL BLOCK RETAINING WALL | 09782M | 0.000 |
41.800 |
$301.400 |
SQ M | 0.0 |
| 8014 | 8014 | HANDRAIL-TYPE A-1 | 02611M | 0.000 |
42.840 |
$496.650 |
M | 0.0 |
| 8015 | 8015 | EW~ Drop Box Inlet Type 11 & Storm Sewer Pipe - 375 mm | 10090NX | 0.000 |
1.000 |
$6,625.950 |
LS | 0.0 |
| 8016 | 8016 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
36,790.320 |
$1.000 |
DOLL | 0.0 |
| 8017 | 8017 | COST PLUS WORK Dana Plant Entrance | 10080NS | 0.000 |
1.000 |
$25,949.340 |
LS | 0.0 |
| 8026 | 8026 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
8,363.240 |
$1.000 |
DOLL | 0.0 |
| 8027 | 8027 | FUEL ADJUSTMENT | 10020NS | 0.000 |
79,540.590 |
$1.000 |
DOLL | 0.0 |
| 8028 | 8028 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
305.350 |
$1.000 |
DOLL | 0.0 |
| 8029 | 8029 | EW~ Stump Removal on KY 22 | 10090NX | 0.000 |
1.000 |
$1,477.240 |
LS | 0.0 |
| 8030 | 8030 | EW~ Scott St Curb Removal | 10090NX | 0.000 |
1.000 |
$1,898.950 |
LS | 0.0 |
| 9031 | 8031 | MAINTAIN & CONTROL TRAFFIC Stripe Removal @ R/R X-ing | 02650 | 0.000 |
1.000 |
$681.750 |
LS | 0.0 |
Category Total $7,156,942.30 |
| SM- Project | X041762405001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SUBSECTION B |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1070 | 0107 | STRUCTURE GRANULAR BACKFILL | 02231M | 132.000 |
132.000 |
$50.000 |
CU M | 0.1 |
| 1080 | 0108 | MASONRY COATING | 02998M | 1,787.000 |
1,787.000 |
$13.000 |
SQ M | 0.3 |
| 1130 | 0109 | CONCRETE-CLASS A BRIDGE | 08100M | 253.500 |
253.500 |
$500.000 |
CU M | 1.4 |
| 1140 | 0110 | CONCRETE-CLASS AAA | 08105M | 562.700 |
0.000 |
$525.000 |
CU M | 3.2 |
| 1100 | 0111 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 372.000 |
372.000 |
$22.000 |
MTON | 0.1 |
| 1120 | 0112 | PILES-STEEL HP310X79 | 08046M | 578.000 |
578.000 |
$100.000 |
M | 0.6 |
| 1110 | 0113 | TEST PILES | 08033M | 53.600 |
53.600 |
$150.000 |
M | 0.1 |
| 1160 | 0114 | STEEL REINF-EPOXY COATED | 08151M | 106,160.000 |
106,160.000 |
$1.350 |
KG | 1.6 |
| 1150 | 0115 | STEEL REINFORCEMENT BRIDGE | 08150M | 33,717.000 |
33,717.000 |
$1.250 |
KG | 0.5 |
| 1180 | 0116 | PRECAST PC I BEAM TYPE 5 | 08636M | 588.600 |
588.600 |
$565.000 |
M | 3.6 |
| 1170 | 0117 | STRUCTURAL STEEL APPROX 7113 | 08160 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.4 |
| 1090 | 0118 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.3 |
| 8003 | 8003 | CONCRETE-CLASS AA Bridge Deck | 08104M | 0.000 |
562.700 |
$495.850 |
CU M | 0.0 |
| 8012 | 8012 | EW~ Waterproof Joint Mat.0.3M Wide | 10093MX | 0.000 |
8.530 |
$106.270 |
M | 0.0 |
Category Total $1,104,043.75 |