|
Item List 020596 |
Date:05/21/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020596 | Primary Project Number | X008053605001 |
| Contract Description | MOUNT ZION ROAD (KY536) | ||
| Primary County | BOONE | Federal/State Number | STPS 0601 (57) |
| Vendor ID | 00111 | Vendor Name | JUDY CONSTRUCTION COMPANY |
| Bid Amount | $ 5,123,527.07 | ||
| SM- Project | X008053605001 |
| Fed/State Number | STPS 0601 (57) |
| Project Description | MOUNT ZION ROAD (KY536) |
| *********** |
| SM- Project | X008053605001 | 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 |
| 0770 | 0077 | STRUCTURE GRANULAR BACKFILL | 02231 | 158.000 |
0.000 |
$40.000 |
CUYD | 0.1 |
| 0790 | 0078 | STRUCTURE EXCAVATION-COMMON | 08001 | 572.000 |
572.000 |
$55.000 |
CUYD | 0.6 |
| 0800 | 0079 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 26.000 |
26.000 |
$55.000 |
CUYD | 0.0 |
| 0780 | 0080 | MASONRY COATING | 02998 | 550.000 |
550.000 |
$12.000 |
SQYD | 0.1 |
| 0850 | 0081 | CONCRETE-CLASS A | 08100 | 374.400 |
374.400 |
$390.000 |
CUYD | 2.8 |
| 0860 | 0082 | CONCRETE-CLASS AA | 08104 | 108.000 |
527.500 |
$450.000 |
CUYD | 0.9 |
| 0870 | 0083 | CONCRETE-CLASS AAA | 08105 | 419.500 |
0.000 |
$450.000 |
CUYD | 3.7 |
| 0830 | 0084 | PILES-STEEL HP12X53 | 08046 | 781.000 |
0.000 |
$25.000 |
LF | 0.4 |
| 0840 | 0085 | PILE POINTS-12 INCH | 08094 | 22.000 |
0.000 |
$150.000 |
EACH | 0.1 |
| 0820 | 0086 | TEST PILES | 08033 | 85.000 |
0.000 |
$40.000 |
LF | 0.1 |
| 0890 | 0087 | STEEL REINF-EPOXY COATED | 08151 | 144,378.000 |
144,378.000 |
$0.600 |
LB | 1.7 |
| 0880 | 0088 | STEEL REINFORCEMENT | 08150 | 53,171.000 |
53,171.000 |
$0.620 |
LB | 0.6 |
| 0900 | 0089 | PRECAST PC I BEAM TYPE 3 | 08633 | 1,933.900 |
1,933.900 |
$123.000 |
LF | 4.6 |
| 0810 | 0090 | REINF CONC SLOPE WALL-6 INCH | 08016 | 976.000 |
976.000 |
$55.000 |
SQYD | 1.0 |
| 8000 | 8000 | STRUCTURAL STEEL | 08160 | 0.000 |
1.000 |
$10,472.000 |
LS | 0.0 |
| 8009 | 8009 | PILES-STEEL HP14X89 | 08051 | 0.000 |
781.000 |
$36.000 |
LF | 0.0 |
| 8010 | 8010 | PILE POINTS-14 INCH | 08095 | 0.000 |
22.000 |
$163.000 |
EACH | 0.0 |
| 8011 | 8011 | TEST PILES | 08033 | 0.000 |
85.000 |
$51.000 |
LF | 0.0 |
| 8012 | 8012 | EW~ WINTER CONCRETE | 10090NX | 0.000 |
1.000 |
$46,425.570 |
LS | 0.0 |
Category Total $866,568.52 |
| SM- Project | X008053605001 | 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 |
| 0340 | 0001 | GRANULAR EMBANKMENT | 02223 | 14,208.000 |
14,856.000 |
$17.000 |
CUYD | 4.7 |
| 0350 | 0002 | EMBANKMENT IN PLACE | 02230 | 259,602.000 |
71,699.690 |
$5.780 |
CUYD | 29.3 |
| 0360 | 0003 | WATER | 02242 | 590.000 |
590.000 |
$0.010 |
MGAL | 0.0 |
| 0720 | 0004 | CONCRETE-CLASS A ROADWAY | 08100 | 10.260 |
10.260 |
$800.000 |
CUYD | 0.2 |
| 0730 | 0005 | STEEL REINFORCEMENT ROADWAY | 08150 | 327.000 |
327.000 |
$2.000 |
LB | 0.0 |
| 0760 | 0006 | DUCT ASSEMBLY | 09510E02 | 260.000 |
260.000 |
$30.000 |
LF | 0.2 |
| 0370 | 0007 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 5,125.000 |
5,125.000 |
$11.780 |
LF | 1.2 |
| 0380 | 0008 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 7.000 |
7.000 |
$41.000 |
EACH | 0.0 |
| 0400 | 0009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
5.000 |
$1,500.000 |
EACH | 0.2 |
| 0390 | 0010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$510.000 |
EACH | 0.0 |
| 0310 | 0011 | INSTALL TEMP CONC MED BARR | 01992 | 2,600.000 |
0.000 |
$12.150 |
LF | 0.6 |
| 0300 | 0012 | DELINEATOR FOR BARRIER-WHITE | 01984 | 260.000 |
0.000 |
$7.000 |
EACH | 0.0 |
| 0690 | 0013 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 19,600.000 |
19,600.000 |
$0.240 |
LF | 0.1 |
| 0700 | 0014 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 12,500.000 |
12,500.000 |
$0.200 |
LF | 0.0 |
| 0710 | 0015 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 55.000 |
55.000 |
$8.500 |
EACH | 0.0 |
| 0600 | 0016 | REMOVABLE STRIPING TAPE-WHITE | 02747 | 1,290.000 |
1,290.000 |
$1.500 |
LF | 0.0 |
| 0450 | 0017 | SIGNS | 02562 | 374.000 |
374.000 |
$25.000 |
SQFT | 0.2 |
| 0320 | 0018 | BARRICADE-TYPE III | 02014 | 5.000 |
5.000 |
$500.000 |
EACH | 0.0 |
| 0120 | 0019 | CULVERT PIPE-24 INCH | 00464 | 201.000 |
521.000 |
$37.000 |
LF | 0.1 |
| 0130 | 0020 | CULVERT PIPE-30 INCH | 00466 | 142.000 |
142.000 |
$45.000 |
LF | 0.1 |
| 0140 | 0021 | STORM SEWER PIPE-15 INCH | 00521 | 491.000 |
471.000 |
$28.000 |
LF | 0.3 |
| 0150 | 0022 | STORM SEWER PIPE-18 INCH | 00522 | 66.000 |
62.000 |
$38.000 |
LF | 0.0 |
| 0160 | 0023 | STORM SEWER PIPE-24 INCH | 00524 | 261.000 |
257.000 |
$37.000 |
LF | 0.2 |
| 0110 | 0024 | ENTRANCE PIPE-15 INCH | 00440 | 178.000 |
178.000 |
$25.000 |
LF | 0.1 |
| 0230 | 0025 | CURB BOX INLET TYPE A | 01456 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0240 | 0026 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0250 | 0027 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0280 | 0028 | DROP BOX INLET TYPE 13G | 01559 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0260 | 0029 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
0.000 |
$3,200.000 |
EACH | 0.1 |
| 0270 | 0030 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0200 | 0031 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
0.000 |
$2,000.000 |
EACH | 0.0 |
| 0210 | 0032 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.1 |
| 0220 | 0033 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,300.000 |
EACH | 0.0 |
| 0190 | 0034 | METAL END SECTION TY 3-24 INCH | 01393 | 2.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0180 | 0035 | METAL END SECTION TY 1-15 INCH | 01370 | 9.000 |
9.000 |
$450.000 |
EACH | 0.1 |
| 0290 | 0036 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0500 | 0037 | SETTLEMENT PLATFORM | 02692 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.1 |
| 0610 | 0038 | STEEL PIPE-2 1/2 INCH | 03340 | 26.000 |
26.000 |
$20.000 |
LF | 0.0 |
| 0620 | 0039 | STEEL PIPE-4 INCH | 03343 | 26.000 |
26.000 |
$30.000 |
LF | 0.0 |
| 0040 | 0040 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 1,556.000 |
1,556.000 |
$24.000 |
CUYD | 0.7 |
| 0170 | 0041 | SLOTTED DRAIN PIPE-15 INCH | 00981 | 14.000 |
14.000 |
$120.000 |
LF | 0.0 |
| 0630 | 0042 | PVC PIPE-12 INCH | 03391 | 6.000 |
6.000 |
$50.000 |
LF | 0.0 |
| 0660 | 0043 | SEEDING AND PROTECTION | 05985 | 57,110.000 |
21,110.000 |
$0.340 |
SQYD | 0.4 |
| 0650 | 0044 | TEMP SEEDING AND PROTECTION | 05953 | 5,711.000 |
94,026.000 |
$0.600 |
SQYD | 0.1 |
| 0670 | 0045 | SPECIAL SEEDING CROWN VETCH | 05989 | 31,672.000 |
31,672.000 |
$0.320 |
SQYD | 0.2 |
| 0680 | 0046 | SODDING | 05990 | 1,184.000 |
1,464.000 |
$5.650 |
SQYD | 0.1 |
| 0640 | 0047 | EROSION CONTROL BLANKET | 05950 | 378.000 |
378.000 |
$1.700 |
SQYD | 0.0 |
| 0520 | 0048 | SILT TRAP TYPE B | 02704 | 5.000 |
5.000 |
$1,000.000 |
EACH | 0.1 |
| 0540 | 0049 | CLEAN SILT TRAP TYPE B | 02707 | 15.000 |
15.000 |
$50.000 |
EACH | 0.0 |
| 0530 | 0050 | SILT CHECK | 02705 | 28.000 |
27.000 |
$100.000 |
EACH | 0.1 |
| 0550 | 0051 | CLEAN SILT CHECK | 02708 | 84.000 |
81.000 |
$50.000 |
EACH | 0.1 |
| 0510 | 0052 | TEMPORARY SILT FENCE | 02701 | 770.000 |
710.000 |
$3.000 |
LF | 0.0 |
| 0560 | 0053 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,540.000 |
1,420.000 |
$1.000 |
LF | 0.0 |
| 0570 | 0054 | SEDIMENTATION BASIN | 02711 | 1,100.000 |
0.000 |
$10.000 |
CUYD | 0.2 |
| 0580 | 0055 | CLEAN SEDIMENTATION BASIN | 02712 | 1,100.000 |
0.000 |
$1.000 |
CUYD | 0.0 |
| 0420 | 0056 | CHANNEL LINING CLASS II | 02483 | 906.000 |
356.000 |
$20.000 |
TON | 0.4 |
| 0430 | 0057 | CHANNEL LINING CLASS III | 02484 | 1,451.000 |
1,361.000 |
$22.000 |
TON | 0.6 |
| 0470 | 0058 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 69,674.000 |
69,674.000 |
$1.480 |
SQYD | 2.0 |
| 0410 | 0059 | R/W MARKER RURAL TYPE 1 | 02434 | 25.000 |
25.000 |
$71.000 |
EACH | 0.0 |
| 0460 | 0060 | EDGE KEY | 02585 | 363.000 |
363.000 |
$25.000 |
LF | 0.2 |
| 0740 | 0061 | STANDARD CURB AND GUTTER MOD | 09387 | 1,125.000 |
1,125.000 |
$20.000 |
LF | 0.4 |
| 0050 | 0062 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 38,189.000 |
9,547.360 |
$12.750 |
TON | 9.5 |
| 0020 | 0063 | CRUSHED STONE BASE | 00003 | 7,930.000 |
12,353.000 |
$13.000 |
TON | 2.0 |
| 0010 | 0064 | D G A BASE | 00001 | 5,349.000 |
7,702.000 |
$15.000 |
TON | 1.6 |
| 0030 | 0065 | TRAFFIC BOUND BASE | 00020 | 503.000 |
503.000 |
$22.000 |
TON | 0.2 |
| 0070 | 0066 | LEVELING & WEDGING PG64-22 | 00190 | 99.000 |
99.000 |
$44.000 |
TON | 0.1 |
| 0090 | 0067 | EMULSIFIED ASPHALT RS-2 | 00291 | 5.000 |
5.000 |
$402.180 |
TON | 0.0 |
| 0060 | 0068 | ASPHALT SEAL AGGREGATE | 00100 | 42.000 |
42.000 |
$50.000 |
TON | 0.0 |
| 0080 | 0069 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 11,129.000 |
12,423.000 |
$30.640 |
TON | 6.7 |
| 0100 | 0070 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | 1,921.000 |
2,156.000 |
$35.220 |
TON | 1.3 |
| 0330 | 0071 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | 176.000 |
176.000 |
$44.000 |
SQYD | 0.2 |
| 0440 | 0072 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$46,000.000 |
LS | 0.9 |
| 0590 | 0073 | STAKING | 02726 | 1.000 |
1.000 |
$66,000.000 |
LS | 1.3 |
| 0480 | 0074 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$42,000.000 |
LS | 0.8 |
| 0490 | 0075 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.6 |
| 0750 | 0076 | GAS & UTILITY COORDINATION | 09405 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.3 |
| 8001 | 8001 | PLUG & BLOCK (6") | 09394 | 0.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 8002 | 8002 | TAPPING SLEEVE & VALVE (12") | 03551 | 0.000 |
1.000 |
$4,950.000 |
EACH | 0.0 |
| 8003 | 8003 | EW~ - GEOGRID | 10096EX | 0.000 |
33,499.000 |
$2.930 |
SQYD | 0.0 |
| 8004 | 8004 | VALUE ENGINEERING NUMBER 1 | 10120NS | 0.000 |
1.000 |
$65,440.710 |
LS | 0.0 |
| 8005 | 8005 | EMBANKMENT IN PLACE (REV.) | 02230 | 0.000 |
203,289.000 |
$4.780 |
CUYD | 0.0 |
| 8006 | 8006 | CRASH CUSHION (TEMPORARY) | 09210M02 | 0.000 |
4.000 |
$-13,500.000 |
EACH | 0.0 |
| 9007 | 8007 | DIVERSIONS (BY-PASS DETOURS) DETOUR CONSTRUCTION | 02651 | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
| 8008 | 8008 | VALUE ENGINEERING NUMBER 2 | 10120NS | 0.000 |
1.000 |
$126,729.570 |
LS | 0.0 |
| 8013 | 8013 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 0.000 |
175.000 |
$11.830 |
LF | 0.0 |
| 8014 | 8014 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 0.000 |
24.000 |
$93.500 |
EACH | 0.0 |
| 8015 | 8015 | PAVEMENT MARKER TYPE V-BY | 06591 | 0.000 |
210.000 |
$41.250 |
EACH | 0.0 |
| 8016 | 8016 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 0.000 |
28.000 |
$41.250 |
EACH | 0.0 |
| 8017 | 8017 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 0.000 |
248.000 |
$2.750 |
LF | 0.0 |
| 8018 | 8018 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | 0.000 |
60.000 |
$1.650 |
LF | 0.0 |
| 8019 | 8019 | EW~ PAVE MARKING R/R CROSSING | 10094NX | 0.000 |
2.000 |
$440.000 |
EACH | 0.0 |
| 8020 | 8020 | EW~ WATER LINE REPAIR | 10090NX | 0.000 |
1.000 |
$665.500 |
LS | 0.0 |
| 9021 | 8021 | TRAFFIC BOUND BASE (SPECIAL) | 00020 | 0.000 |
2,000.000 |
$15.000 |
TON | 0.0 |
| 9023 | 8023 | STRUCTURE GRANULAR BACKFILL SPECIAL) | 02231 | 0.000 |
158.000 |
$74.180 |
CUYD | 0.0 |
| 8024 | 8024 | EW~ Temporary Drainage | 10090NX | 0.000 |
1.000 |
$12,811.810 |
LS | 0.0 |
| 8025 | 8025 | DROP BOX INLET TYPE 3 | 01496 | 0.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 8026 | 8026 | EW~ Revised Entrance / Drainage | 10090NX | 0.000 |
1.000 |
$4,230.000 |
LS | 0.0 |
| 8027 | 8027 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 0.000 |
101.430 |
$33.000 |
TON | 0.0 |
| 8028 | 8028 | EW~ Regrade Subgrade | 10090NX | 0.000 |
1.000 |
$14,568.290 |
LS | 0.0 |
| 8029 | 8029 | EW~ Detour Widening | 10090NX | 0.000 |
1.000 |
$15,245.850 |
LS | 0.0 |
| 8030 | 8030 | REMOVE PAVEMENT | 02091 | 0.000 |
2,023.660 |
$6.000 |
SQYD | 0.0 |
| 8031 | 8031 | FLOWABLE FILL | 02220 | 0.000 |
62.000 |
$67.130 |
CUYD | 0.0 |
| 8032 | 8032 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
2.000 |
$650.000 |
EACH | 0.0 |
Category Total $3,581,016.05 |
| SM- Project | X008053605001 | CATEGORY NUMBER | 0005 | CATEGORY Description | GAS LINE | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0960 | 0091 | GAS MAIN PLASTIC 8" | 09508 | 3,995.000 |
3,995.000 |
$36.000 |
LF | 2.8 |
| 0970 | 0092 | DRILL DIRECTIONAL 8" (SWPC-10' UNDER R/R) | 09509 | 116.000 |
116.000 |
$50.000 |
LF | 0.1 |
| 0930 | 0093 | AUTHORIZED TEST FUSION | 09061N02 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 0940 | 0094 | LONG SIDE SERVICE | 09062 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0950 | 0095 | SHORT SIDE SERVICE | 09063 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0910 | 0096 | TIE-IN 8 INCH | 03468 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.1 |
| 0920 | 0097 | TIE-IN 8 INCH | 03468 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.3 |
| 8033 | 8033 | EW~ Gas Main Excavation | 10090NX | 0.000 |
1.000 |
$8,905.470 |
LS | 0.0 |
Category Total $172,220.00 |
| SM- Project | X008053605001 | CATEGORY NUMBER | 0007 | CATEGORY Description | WATERLINE | CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1160 | 0098 | DUCTILE IRON PIPE-6 INCH | 01093 | 65.000 |
65.000 |
$25.000 |
LF | 0.0 |
| 1170 | 0099 | DUCTILE IRON PIPE-8 INCH | 01095 | 1,795.000 |
1,795.000 |
$22.000 |
LF | 0.8 |
| 1190 | 0100 | DUCTILE IRON PIPE-12 INCH | 01099 | 2,085.000 |
1,685.000 |
$25.000 |
LF | 1.0 |
| 1180 | 0101 | DUCTILE IRON PIPE-12 INCH | 01099 | 400.000 |
400.000 |
$30.000 |
LF | 0.2 |
| 1360 | 0102 | ANCHOR TEE & BLOCK | 09037 | 4.000 |
5.000 |
$600.000 |
EACH | 0.0 |
| 1380 | 0103 | TEE & BLOCK | 09038 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 1370 | 0104 | ANCHOR TEE & BLOCK | 09037 | 4.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 1390 | 0105 | TEE & BLOCK | 09038 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 1400 | 0106 | TEE & BLOCK | 09038 | 1.000 |