Item List 071032 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 071032 | Primary Project Number | DE07608760732 |
Contract Description | BARNES MILL ROAD (KY 876) | ||
Primary County | MADISON | Fed/St Number | FD04 076 0876 001-002 |
Vendor ID | 00135 | Vendor Name | THE ALLEN COMPANY INC |
Bid Amount | $ 2,457,932.28 |
SM- Project | DE07608760732 |
Fed/State Number | FD04 076 0876 001-002 |
Project Description | BARNES MILL ROAD (KY 876) |
*********** |
SM- Project | DE07608760732 | CATEGORY NUMBER | 0001 | CATEGORY Description | BRIDGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | STRUCTURE GRANULAR BACKFILL | 02231 | 185.000 |
185.000 |
$38.000 |
CUYD | 0.3 |
0020 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 184.000 |
184.000 |
$50.000 |
CUYD | 0.4 |
0030 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$28,000.000 |
LS | 1.1 |
0040 | CONCRETE-CLASS A | 08100 | 747.000 |
747.000 |
$300.000 |
CUYD | 9.1 |
0050 | STEEL REINFORCEMENT | 08150 | 99,740.000 |
99,740.000 |
$0.890 |
LB | 3.6 |
8009 | MASS CONCRETE | 10040ES | 0.000 |
50.000 |
$159.000 |
CUYD | 0.0 |
Category Total $357,098.60 |
SM- Project | DE07608760732 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0060 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.8 |
0070 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$36,030.000 |
LS | 1.5 |
Category Total $56,030.00 |
SM- Project | DE07608760732 | CATEGORY NUMBER | 0003 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0080 | CRUSHED STONE BASE | 00003 | 3,452.000 |
3,452.000 |
$23.500 |
TON | 3.3 |
0090 | TRAFFIC BOUND BASE | 00020 | 353.000 |
353.000 |
$23.500 |
TON | 0.3 |
0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 4,007.000 |
4,007.000 |
$55.250 |
TON | 9.0 |
0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 921.000 |
921.000 |
$62.450 |
TON | 2.3 |
0120 | ENTRANCE PIPE-15 INCH | 00440 | 191.000 |
191.000 |
$29.500 |
LF | 0.2 |
0130 | ENTRANCE PIPE-30 INCH | 00445 | 160.000 |
160.000 |
$55.000 |
LF | 0.4 |
0140 | CULVERT PIPE-30 INCH | 00466 | 120.000 |
120.000 |
$88.000 |
LF | 0.4 |
0150 | STORM SEWER PIPE-18 INCH | 00522 | 119.000 |
119.000 |
$61.000 |
LF | 0.3 |
0160 | PERFORATED PIPE-4 INCH | 01000 | 120.000 |
120.000 |
$12.000 |
LF | 0.1 |
0170 | NON-PERFORATED PIPE-4 INCH | 01010 | 30.000 |
30.000 |
$12.000 |
LF | 0.0 |
0180 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
0190 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
0200 | REMOVE PIPE | 01310 | 273.000 |
273.000 |
$9.160 |
LF | 0.1 |
0210 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$3,995.000 |
EACH | 0.3 |
0220 | DROP BOX INLET TYPE 2 | 01493 | 2.000 |
2.000 |
$4,100.000 |
EACH | 0.3 |
0230 | BARRICADE-TYPE III | 02014 | 6.000 |
6.000 |
$225.000 |
EACH | 0.1 |
0240 | REMOVE PAVEMENT | 02091 | 6,554.000 |
6,554.000 |
$2.000 |
SQYD | 0.5 |
0250 | TEMPORARY DITCH | 02159 | 1,903.000 |
1,903.000 |
$1.150 |
LF | 0.1 |
0260 | ROADWAY EXCAVATION | 02200 | 120,565.000 |
136,306.000 |
$5.650 |
CUYD | 27.7 |
0270 | GRANULAR EMBANKMENT | 02223 | 20,000.000 |
20,000.000 |
$19.000 |
CUYD | 15.5 |
0280 | WATER | 02242 | 2.000 |
2.000 |
$10.000 |
MGAL | 0.0 |
0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,606.250 |
2,606.250 |
$16.500 |
LF | 1.7 |
0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$45.000 |
EACH | 0.0 |
0310 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
0320 | REMOVE GUARDRAIL | 02381 | 2,551.000 |
2,551.000 |
$1.300 |
LF | 0.1 |
0330 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,900.000 |
EACH | 0.2 |
0340 | TEMPORARY GUARDRAIL | 02397 | 600.000 |
600.000 |
$10.600 |
LF | 0.3 |
0350 | R/W MARKER RURAL TYPE 1 | 02434 | 51.000 |
51.000 |
$75.000 |
EACH | 0.2 |
0360 | CHANNEL LINING CLASS IA | 02482 | 102.000 |
102.000 |
$88.000 |
TON | 0.4 |
0370 | CHANNEL LINING CLASS II | 02483 | 1,397.000 |
1,397.000 |
$25.000 |
TON | 1.4 |
0380 | CHANNEL LINING CLASS III | 02484 | 4,512.000 |
4,512.000 |
$25.750 |
TON | 4.7 |
0390 | CLEARING AND GRUBBING 12.2 ACRES | 02545 | 1.000 |
1.000 |
$82,500.000 |
LS | 3.4 |
0400 | SIGNS | 02562 | 599.200 |
599.200 |
$7.500 |
SQFT | 0.2 |
0410 | FABRIC-GEOTEXTILE TYPE III | 02598 | 5,000.000 |
5,000.000 |
$1.450 |
SQYD | 0.3 |
0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 10,000.000 |
10,000.000 |
$1.450 |
SQYD | 0.6 |
0430 | RETAINING WALL-GABION | 02610 | 49.000 |
49.000 |
$175.000 |
CUYD | 0.3 |
0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$27,250.000 |
LS | 1.1 |
0450 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
0460 | TEMPORARY SILT FENCE | 02701 | 5,705.000 |
5,705.000 |
$3.000 |
LF | 0.7 |
0470 | SILT TRAP TYPE A | 02703 | 13.000 |
13.000 |
$315.000 |
EACH | 0.2 |
0480 | SILT TRAP TYPE B | 02704 | 13.000 |
13.000 |
$165.000 |
EACH | 0.1 |
0490 | CLEAN SILT TRAP TYPE A | 02706 | 39.000 |
39.000 |
$100.000 |
EACH | 0.2 |
0500 | CLEAN SILT TRAP TYPE B | 02707 | 39.000 |
39.000 |
$38.000 |
EACH | 0.1 |
0510 | CLEAN TEMPORARY SILT FENCE | 02709 | 11,415.000 |
11,415.000 |
$1.000 |
LF | 0.5 |
0520 | SHOULDERING | 02714 | 3,805.000 |
3,805.000 |
$1.750 |
LF | 0.3 |
0530 | STAKING | 02726 | 1.000 |
1.000 |
$19,500.000 |
LS | 0.8 |
0540 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$8,400.000 |
LS | 0.3 |
0550 | EROSION CONTROL BLANKET | 05950 | 9,917.000 |
17,346.400 |
$1.200 |
SQYD | 0.5 |
0560 | TEMPORARY MULCH | 05952 | 59,711.000 |
59,711.000 |
$0.130 |
SQYD | 0.3 |
0570 | TEMP SEEDING AND PROTECTION | 05953 | 7,200.000 |
7,200.000 |
$0.200 |
SQYD | 0.1 |
0580 | TOPDRESSING FERTILIZER | 05966 | 2.500 |
2.500 |
$500.000 |
TON | 0.1 |
0590 | SEEDING AND PROTECTION | 05985 | 35,845.000 |
35,845.000 |
$0.290 |
SQYD | 0.4 |
0600 | SPECIAL SEEDING CROWN VETCH | 05989 | 5,000.000 |
5,000.000 |
$0.180 |
SQYD | 0.0 |
0610 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 30,442.000 |
30,442.000 |
$0.160 |
LF | 0.2 |
0620 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 15,221.000 |
15,221.000 |
$0.170 |
LF | 0.1 |
0630 | CONCRETE-CLASS A | 08100 | 4.290 |
4.290 |
$1,075.000 |
CUYD | 0.2 |
0640 | STEEL REINFORCEMENT | 08150 | 289.000 |
289.000 |
$1.000 |
LB | 0.0 |
0650 | LOT PAY ADJUSTMENT | 10000NS | 9,856.000 |
9,856.000 |
$1.000 |
DOLL | 0.4 |
0660 | FUEL ADJUSTMENT | 10020NS | 21,733.000 |
59,470.970 |
$1.000 |
DOLL | 0.9 |
0670 | ASPHALT ADJUSTMENT | 10030NS | 8,870.000 |
67,288.600 |
$1.000 |
DOLL | 0.4 |
0680 | SILT TRAP TYPE C | 20496NS843 | 13.000 |
13.000 |
$285.000 |
EACH | 0.2 |
0690 | CLEAN SILT TRAP TYPE C | 20497NS843 | 39.000 |
39.000 |
$45.000 |
EACH | 0.1 |
0700 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$175.000 |
EACH | 0.0 |
0710 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | 2,025.000 |
2,025.000 |
$2.000 |
SQYD | 0.2 |
8000 | MOBILIZATION Waterline/Utility Mobillization | 02568 | 0.000 |
1.000 |
$750.000 |
LS | 0.0 |
8001 | RELOCATE WATERLINE 4 IN PVC CL200 | 03429 | 0.000 |
60.000 |
$55.000 |
LF | 0.0 |
8002 | RELOCATE WATERLINE 1 IN PE Service Line | 03429 | 0.000 |
105.000 |
$9.750 |
LF | 0.0 |
8003 | RELOCATE WATER METER I inch | 03431 | 0.000 |
2.000 |
$575.000 |
EACH | 0.0 |
8004 | PVC PIPE-2 INCH Service Line Encasement | 03381 | 0.000 |
40.000 |
$23.250 |
LF | 0.0 |
8005 | TAPPING SADDLE-CORP STOP & TAP 4 IN X I IN | 22853NN | 0.000 |
2.000 |
$590.000 |
EACH | 0.0 |
8006 | RECONNECT TO MAIN 4 IN | 03438 | 0.000 |
1.000 |
$400.000 |
EACH | 0.0 |
8007 | BLOW OFF ASSEMBLY 4 inch | 20155EC | 0.000 |
1.000 |
$375.000 |
EACH | 0.0 |
8008 | REMOVE ROCK MECHANICAL FOR WATERLINE | 20157EC | 0.000 |
35.000 |
$125.000 |
CUYD | 0.0 |
8010 | INCENTIVE/DISINCENTIVE | 02571 | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $2,044,803.67 |