|
Item List 010707 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010707 | Primary Project Number | X098011904001 |
| Contract Description | PIKEVILLE-SOUTH WILLAMSON ROAD (US119) | ||
| Primary County | PIKE | Fed/St Number | APD 119-2 (69) |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 37,997,800.35 | ||
| SM- Project | X098011904001 |
| Fed/State Number | APD 119-2 (69) |
| Project Description | PIKEVILLE-SOUTH WILLAMSON ROAD (US119) |
| *********** |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 10.000 |
5.000 |
$28.000 |
CU M | 0.0 |
| 0002 | CONCRETE-CLASS A | 08100M | 1,081.000 |
1,007.000 |
$425.000 |
CU M | 1.2 |
| 0003 | STEEL REINFORCEMENT | 08150M | 103,161.000 |
100,091.000 |
$1.210 |
KG | 0.3 |
| 0004 | FOUNDATION PREPARATION (508+324.852) | 08003 | 1.000 |
0.000 |
$20,000.000 |
LS | 0.1 |
| 0005 | FOUNDATION PREPARATION (507+666.514) | 08003 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 0006 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 0007 | ROADWAY EXCAVATION | 02200M | 6,579,311.000 |
6,565,649.000 |
$2.390 |
CU M | 41.4 |
| 0008 | WATER | 02242M | 2,800.000 |
2,800.000 |
$1.000 |
CU M | 0.0 |
| 0009 | CONCRETE-CLASS A | 08100M | 132.600 |
156.670 |
$800.000 |
CU M | 0.3 |
| 0010 | STEEL REINFORCEMENT | 08150M | 5,580.800 |
6,692.800 |
$2.200 |
KG | 0.0 |
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 507.000 |
507.000 |
$39.200 |
M | 0.1 |
| 0013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$50.000 |
EACH | 0.0 |
| 0014 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 6.000 |
6.000 |
$3,100.000 |
EACH | 0.0 |
| 0015 | REMOVE GUARDRAIL | 02381M | 324.000 |
324.000 |
$5.750 |
M | 0.0 |
| 0016 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 1,992.000 |
1,992.000 |
$1.000 |
M | 0.0 |
| 0017 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 23,462.000 |
23,462.000 |
$0.420 |
M | 0.0 |
| 0018 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 38.000 |
38.000 |
$39.000 |
M | 0.0 |
| 0019 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 2.000 |
2.000 |
$155.000 |
EACH | 0.0 |
| 0020 | PAVEMENT MARKER TYPE V-MW | 06589 | 14.000 |
14.000 |
$28.000 |
EACH | 0.0 |
| 0021 | PAVEMENT MARKER TYPE V-MY | 06590 | 80.000 |
80.000 |
$28.000 |
EACH | 0.0 |
| 0022 | SIGNS | 02562M | 143.000 |
143.000 |
$97.000 |
SQ M | 0.0 |
| 0023 | BARRICADE-TYPE III | 02014 | 11.000 |
11.000 |
$125.000 |
EACH | 0.0 |
| 0024 | TEMPORARY SIGNAL | 04935 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 0025 | REMOVE PAVEMENT | 02091M | 182.000 |
182.000 |
$3.000 |
SQ M | 0.0 |
| 0026 | PLUG WATER WELL | 02475 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0027 | CULVERT PIPE-375 MM | 00461M | 69.800 |
69.800 |
$136.000 |
M | 0.0 |
| 0028 | CULVERT PIPE-450 MM | 00462M | 126.300 |
126.300 |
$116.000 |
M | 0.0 |
| 0029 | CULVERT PIPE-600 MM | 00464M | 239.700 |
239.700 |
$145.000 |
M | 0.1 |
| 0030 | CULVERT PIPE-750 MM | 00466M | 22.700 |
22.700 |
$292.000 |
M | 0.0 |
| 0031 | CULVERT PIPE-900 MM | 00468M | 106.900 |
106.900 |
$204.000 |
M | 0.1 |
| 0032 | CULVERT PIPE-1200 MM | 00470M | 231.300 |
231.300 |
$305.000 |
M | 0.2 |
| 0033 | CULVERT PIPE-1500 MM | 00472M | 188.300 |
188.300 |
$355.000 |
M | 0.2 |
| 0034 | CULVERT PIPE-1650 MM | 00473M | 60.000 |
60.000 |
$441.000 |
M | 0.1 |
| 0035 | CULVERT PIPE-1950 MM | 00475M | 78.000 |
78.000 |
$620.000 |
M | 0.1 |
| 0036 | CULVERT PIPE-2250 MM | 00477M | 63.300 |
81.600 |
$735.000 |
M | 0.1 |
| 0037 | CULVERT PIPE-2400 MM | 00478M | 14.800 |
14.800 |
$754.000 |
M | 0.0 |
| 0038 | STORM SEWER PIPE-375 MM | 00521M | 358.100 |
358.100 |
$94.000 |
M | 0.1 |
| 0039 | STORM SEWER PIPE-450 MM | 00522M | 324.000 |
324.000 |
$106.000 |
M | 0.1 |
| 0040 | STORM SEWER PIPE-600 MM | 00524M | 213.600 |
213.600 |
$125.000 |
M | 0.1 |
| 0041 | STORM SEWER PIPE-750 MM | 00526M | 447.900 |
447.900 |
$157.000 |
M | 0.2 |
| 0042 | STORM SEWER PIPE-900 MM | 00528M | 329.400 |
329.400 |
$199.000 |
M | 0.2 |
| 0043 | STORM SEWER PIPE-1050 MM | 00529M | 247.100 |
247.100 |
$216.000 |
M | 0.1 |
| 0044 | ENTRANCE PIPE-750 MM | 00445M | 31.800 |
31.800 |
$143.000 |
M | 0.0 |
| 0045 | PERFORATED PIPE-100 MM | 01000M | 202.000 |
202.000 |
$44.000 |
M | 0.0 |
| 0046 | NON-PERFORATED PIPE-100 MM | 01010M | 113.000 |
113.000 |
$35.000 |
M | 0.0 |
| 0047 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 0048 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0049 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 0050 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.0 |
| 0051 | DROP BOX INLET TYPE 1 | 01490 | 10.000 |
10.000 |
$1,800.000 |
EACH | 0.0 |
| 0052 | DROP BOX INLET TYPE 2 | 01493 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.0 |
| 0053 | DROP BOX INLET TYPE 5B | 01505 | 20.000 |
20.000 |
$2,200.000 |
EACH | 0.1 |
| 0054 | DROP BOX INLET TYPE 7 | 01538 | 9.000 |
9.000 |
$2,850.000 |
EACH | 0.1 |
| 0055 | DROP BOX INLET TYPE 14 | 01577 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.0 |
| 0056 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0057 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0058 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.0 |
| 0059 | SEEDING AND PROTECTION | 05985M | 390,842.000 |
390,842.000 |
$0.380 |
SQ M | 0.4 |
| 0060 | TEMP SEEDING AND PROTECTION | 05953M | 39,100.000 |
39,100.000 |
$0.300 |
SQ M | 0.0 |
| 0061 | SPECIAL SEEDING CROWN VETCH | 05989M | 340,156.000 |
340,156.000 |
$0.220 |
SQ M | 0.2 |
| 0062 | TOPDRESSING FERTILIZER | 05966M | 23.500 |
23.500 |
$450.000 |
MTON | 0.0 |
| 0063 | EROSION CONTROL BLANKET | 05950M | 33,264.000 |
2,000.570 |
$1.450 |
SQ M | 0.1 |
| 0064 | SILT TRAP TYPE B | 02704 | 107.000 |
107.000 |
$300.000 |
EACH | 0.1 |
| 0065 | CLEAN SILT TRAP TYPE B | 02707 | 321.000 |
321.000 |
$100.000 |
EACH | 0.1 |
| 0066 | SILT CHECK | 02705 | 120.000 |
120.000 |
$100.000 |
EACH | 0.0 |
| 0067 | CLEAN SILT CHECK | 02708 | 320.000 |
320.000 |
$25.000 |
EACH | 0.0 |
| 0068 | TEMPORARY SILT FENCE | 02701M | 10,835.000 |
10,835.000 |
$6.000 |
M | 0.2 |
| 0069 | CLEAN TEMPORARY SILT FENCE | 02709M | 21,670.000 |
21,670.000 |
$1.000 |
M | 0.1 |
| 0070 | CHANNEL LINING CLASS IA | 02482M | 3,403.000 |
3,403.000 |
$56.000 |
MTON | 0.5 |
| 0071 | CHANNEL LINING CLASS II | 02483M | 5,654.000 |
5,654.000 |
$18.000 |
MTON | 0.3 |
| 0072 | CHANNEL LINING CLASS IV | 02488M | 5,630.000 |
5,630.000 |
$5.000 |
CU M | 0.1 |
| 0073 | SETTLEMENT PLATFORM | 02692 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.0 |
| 0074 | R/W MARKER RURAL TYPE 1 | 02434 | 7.000 |
7.000 |
$125.000 |
EACH | 0.0 |
| 0075 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 6,918.000 |
6,918.000 |
$16.400 |
M | 0.3 |
| 0076 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | 2,000.000 |
2,000.000 |
$40.000 |
MTON | 0.2 |
| 0077 | CRUSHED STONE BASE | 00003M | 5,614.000 |
5,614.000 |
$25.510 |
MTON | 0.4 |
| 0078 | EMULSIFIED ASPHALT RS-2 | 00291M | 1.400 |
1.400 |
$1,500.000 |
MTON | 0.0 |
| 0079 | ASPHALT SEAL AGGREGATE | 00100M | 11.400 |
11.400 |
$150.000 |
MTON | 0.0 |
| 0080 | CEMENT | 02542M | 25.000 |
25.000 |
$200.000 |
MTON | 0.0 |
| 0081 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | 2,914.000 |
2,914.000 |
$52.920 |
MTON | 0.4 |
| 0082 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 446.000 |
446.000 |
$52.920 |
MTON | 0.1 |
| 0083 | CL3 ASPH BASE 25.0D PG70-22 | 00215M | 1,228.000 |
0.000 |
$58.820 |
MTON | 0.2 |
| 0084 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 397.000 |
397.000 |
$56.150 |
MTON | 0.1 |
| 0086 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 167.000 |
167.000 |
$68.570 |
MTON | 0.0 |
| 0087 | CL3 ASPH SURF 12.5B PG70-22 | 00325M | 593.000 |
66.440 |
$69.720 |
MTON | 0.1 |
| 0088 | CLEARING AND GRUBBING (91 HECTACRES) | 02545 | 1.000 |
1.000 |
$399,000.000 |
LS | 1.1 |
| 0089 | STAKING | 02726 | 1.000 |
1.000 |
$185,000.000 |
LS | 0.5 |
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.1 |
| 0091 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 0092 | QUALITY CONTROL | 02572 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.4 |
| 0245 | CL2 ASPH SURF 12.5D PG64-22 | 09071M01 | 176.000 |
176.000 |
$68.570 |
MTON | 0.0 |
| 0250 | STEPPED GABION | 09638M01 | 8,822.000 |
6,413.220 |
$54.000 |
MTON | 1.3 |
| 8000 | EW~ Idle Equipment Spread Reim | 10090NX | 0.000 |
1.000 |
$418,727.520 |
LS | 0.0 |
| 8001 | EW~ Steel Super. Fab. Rev. | 10090NX | 0.000 |
1.000 |
$21,949.620 |
LS | 0.0 |
| 8004 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
23,490.000 |
$1.000 |
DOLL | 0.0 |
| 8005 | CL4 ASPH SURF 12.5D PG76-22 | 00317M | 0.000 |
526.560 |
$69.720 |
MTON | 0.0 |
| 8006 | CL3 ASPH BASE 37.5D PG76-22 | 00207M | 0.000 |
1,228.000 |
$58.820 |
MTON | 0.0 |
| 8007 | RELOCATE TEMP CONC MED BARRIER | 02003M | 0.000 |
768.600 |
$15.000 |
M | 0.0 |
| 8008 | INSTALL TEMP CONC MED BARR | 01992M | 0.000 |
667.950 |
$75.000 |
M | 0.0 |
| 8009 | FLOWABLE FILL | 02220M | 0.000 |
574.000 |
$125.000 |
CU M | 0.0 |
| 8010 | ASPH PAVE MILLING & TEXTURING | 02677M | 0.000 |
359.000 |
$137.890 |
MTON | 0.0 |
| 8011 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8012 | FUEL ADJUSTMENT | 10020NS | 0.000 |
25,455.810 |
$1.000 |
DOLL | 0.0 |
| 8013 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
12,429.010 |
$1.000 |
DOLL | 0.0 |
| 8014 | LOT PAY ADJUSTMENT for CL3 Asphalt Base 37.5D PG64-22 | 10000NS | 0.000 |
595.350 |
$1.000 |
DOLL | 0.0 |
Category Total $20,081,566.00 |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | STATION 20+371.327 - CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0093 | STRUCTURE GRANULAR BACKFILL | 02231M | 224.000 |
224.000 |
$60.000 |
CU M | 0.0 |
| 0094 | MASONRY COATING | 02998M | 1,145.000 |
1,145.000 |
$8.000 |
SQ M | 0.0 |
| 0095 | CONCRETE-CLASS A | 08100M | 123.000 |
123.000 |
$425.000 |
CU M | 0.1 |
| 0096 | CONCRETE-CLASS AAA | 08105M | 460.000 |
460.000 |
$535.000 |
CU M | 0.6 |
| 0097 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 272.000 |
272.000 |
$25.000 |
MTON | 0.0 |
| 0098 | PILES-STEEL HP360X132 | 08051M | 1,241.000 |
1,241.000 |
$110.000 |
M | 0.4 |
| 0099 | TEST PILES | 08033M | 114.000 |
114.000 |
$100.000 |
M | 0.0 |
| 0100 | STEEL REINF-EPOXY COATED | 08151M | 73,698.000 |
73,698.000 |
$1.300 |
KG | 0.3 |
| 0101 | STEEL REINFORCEMENT | 08150M | 10,608.000 |
10,608.000 |
$1.210 |
KG | 0.0 |
| 0102 | PILE POINTS-14 INCH | 08095 | 36.000 |
36.000 |
$100.000 |
EACH | 0.0 |
| 0103 | PRECAST PC I BEAM TYPE 5 | 08636M | 517.000 |
517.000 |
$600.000 |
M | 0.8 |
| 0104 | APPROACH SLAB | 08500M | 282.000 |
282.000 |
$100.000 |
SQ M | 0.1 |
| 0105 | STRUCTURAL STEEL (20+371.327)(APPROX. 1076) | 08160 | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 0106 | FOUNDATION PREPARATION (20+371.327) | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 8003 | EW~ UNIT PRICE FOR INSTALLING CRUSHED AGGR #57 IN ROCK CORES,. | 10090NX | 0.000 |
1.000 |
$361,836.650 |
LS | 0.0 |
Category Total $950,828.08 |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | STA 508+098.00 SOUTH BOUND - CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0107 | STRUCTURE GRANULAR BACKFILL | 02231M | 189.000 |
189.000 |
$60.000 |
CU M | 0.0 |
| 0108 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 3,985.000 |
3,985.000 |
$28.000 |
CU M | 0.3 |
| 0109 | MASONRY COATING | 02998M | 3,985.000 |
3,985.000 |
$8.000 |
SQ M | 0.1 |
| 0110 | CONCRETE-CLASS A | 08100M | 3,585.900 |
3,585.900 |
$425.000 |
CU M | 4.0 |
| 0111 | CONCRETE-CLASS AAA | 08105M | 2,048.000 |
2,048.000 |
$535.000 |
CU M | 2.9 |
| 0112 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 930.000 |
930.000 |
$25.000 |
MTON | 0.1 |
| 0113 | PILES-STEEL HP360X108 | 08050M | 526.000 |
526.000 |
$100.000 |
M | 0.1 |
| 0114 | TEST PILES | 08033M | 47.000 |
47.000 |
$100.000 |
M | 0.0 |
| 0115 | STEEL REINF-EPOXY COATED | 08151M | 394,945.000 |
394,945.000 |
$1.300 |
KG | 1.4 |
| 0116 | STEEL REINFORCEMENT | 08150M | 474,059.000 |
474,059.000 |
$1.210 |
KG | 1.5 |
| 0117 | PILE POINTS-14 INCH | 08095 | 25.000 |
25.000 |
$100.000 |
EACH | 0.0 |
| 0119 | FLOWABLE FILL | 02220M | 315.000 |
315.000 |
$126.000 |
CU M | 0.1 |
| 0120 | DRAIN PIPE-150 MM | 08820M | 42.000 |
42.000 |
$185.000 |
M | 0.0 |
| 0121 | CHAIN LINK FENCE-2.7 M | 08713M | 150.000 |
150.000 |
$150.000 |
M | 0.1 |
| 0122 | STRUCTURAL STEEL (508+095.000SB)(APPROX 1 | 08160 | 1.000 |
1.000 |
$4,325,000.000 |
LS | 11.4 |
| 0123 | FOUNDATION PREPARATION (508+095.000) A | 08003 | 1.000 |
1.000 |
$33,000.000 |
LS | 0.1 |
| 0124 | SHEAR CONNECTORS (508+095 SB)(APPROX 615 | 08170 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 0255 | FINGER EXPANSION JOINT | 07303M01 | 32.900 |
32.900 |
$5,000.000 |
M | 0.4 |
Category Total $8,567,037.39 |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | STATION 508+095.00 NORTHBOUND - CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0125 | STRUCTURE GRANULAR BACKFILL | 02231M | 142.000 |
142.000 |
$60.000 |
CU M | 0.0 |
| 0126 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 3,840.000 |
3,840.000 |
$28.000 |
CU M | 0.3 |
| 0127 | MASONRY COATING | 02998M | 3,770.000 |
3,770.000 |
$8.000 |
SQ M | 0.1 |
| 0128 | CONCRETE-CLASS A | 08100M | 3,484.000 |
3,484.000 |
$425.000 |
CU M | 3.9 |
| 0129 | CONCRETE-CLASS AAA | 08105M | 1,652.000 |
1,652.000 |
$535.000 |
CU M | 2.3 |
| 0130 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 810.000 |
810.000 |
$25.000 |
MTON | 0.1 |
| 0131 | PILES-STEEL HP360X108 | 08050M | 391.000 |
391.000 |
$100.000 |
M | 0.1 |
| 0132 | TEST PILES | 08033M | 41.000 |
41.000 |
$100.000 |
M | 0.0 |
| 0133 | STEEL REINF-EPOXY COATED | 08151M | 321,881.000 |
321,881.000 |
$1.300 |
KG | 1.1 |
| 0134 | STEEL REINFORCEMENT | 08150M | 486,740.000 |
486,740.000 |
$1.210 |
KG | 1.6 |
| 0135 | PILE POINTS-14 INCH | 08095 | 21.000 |
21.000 |
$100.000 |
EACH | 0.0 |
| 0137 | FLOWABLE FILL | 02220M | 245.000 |
245.000 |
$126.000 |
CU M | 0.1 |
| 0138 | DRAIN PIPE-150 MM | 08820M | 64.000 |
64.000 |
$185.000 |
M | 0.0 |
| 0139 | CHAIN LINK FENCE-2.7 M | 08713M | 140.000 |
140.000 |
$150.000 |
M | 0.1 |
| 0140 | STRUCTURAL STEEL (508+095.000 NB)(APPROX 1 | 08160 | 1.000 |
1.000 |
$3,670,000.000 |
LS | 9.7 |
| 0141 | FOUNDATION PREPARATION (508+095+000) B | 08003 | 1.000 |
1.000 |
$33,000.000 |
LS | 0.1 |
| 0142 | SHEAR CONNECTORS (508+095 NB)(4928 KG) | 08170 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 0260 | FINGER EXPANSION JOINT | 07303M01 | 25.600 |
25.600 |
$5,000.000 |
M | 0.3 |
Category Total $7,508,380.70 |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0009 | CATEGORY Description | STREAM MITIGATION | CPES SUBSECTION I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0144 | FABRIC-GEOTEXTILE TYPE I | 02596M | 8,000.000 |
8,000.000 |
$2.500 |
SQ M | 0.1 |
| 0215 | GREEN ASH | 09168N01 | 300.000 |
300.000 |
$64.000 |
EACH | 0.1 |
| 0220 | WHITE ASH | 09193N01 | 300.000 |
300.000 |
$64.000 |
EACH | 0.1 |
| 0225 | WHITE OAK | 09462N01 | 300.000 |
300.000 |
$64.000 |
EACH | 0.1 |
| 0230 | PIN OAK | 09617N01 | 300.000 |
300.000 |
$64.000 |
EACH | 0.1 |
| 0235 | CLAY CHANNEL LINING | 09634M01 | 2,000.000 |
2,000.000 |
$10.000 |
CU M | 0.1 |
| 0240 | RIPARIAN ZONE SEED MIX | 09635M01 | 10,000.000 |
10,000.000 |
$0.820 |
SQ M | 0.0 |
Category Total $125,000.00 |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0011 | CATEGORY Description | TRAINEES | CPES SUBSECTION K |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0200 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | 8,000.000 |
8,000.000 |
$0.800 |
HOUR | 0.0 |
Category Total $6,400.00 |
| SM- Project | X098011904001 | CATEGORY NUMBER | 0013 | CATEGORY Description | MOB / DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0205 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.5 |
| 0210 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$558,588.180 |
LS | 1.5 |
Category Total $758,588.18 |
| SM- Project | X098011904002 |
| Fed/State Number | APD 119-2 (69) |
| Project Description | PIKEVILLE-SOUTH WILLAMSON ROAD (US119) |
| *********** |
| SM- Project | X098011904002 | CATEGORY NUMBER | 0014 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS | FUEL AND ASPHALT ADJUSTMENTS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8015 | FUEL ADJUSTMENT Non Participating Federal Funds | 10020NS | 0.000 |
5,010.630 |
$1.000 |
DOLL | 0.0 |
| 8016 | ASPHALT ADJUSTMENT Non Participating Federal Funds | 10030NS | 0.000 |
1,841.170 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |