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Item List 051239 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051239 | Primary Project Number | DE08904310539 |
| Contract Description | CENTRAL CITY-OWENSBORO ROAD (US 431) | ||
| Primary County | MUHLENBERG | Fed/St Number | STPS 431-2 (39) |
| Vendor ID | 02760 | Vendor Name | ROAD BUILDERS LLC |
| Bid Amount | $ 2,748,350.25 | ||
| SM- Project | DE08904310539 |
| Fed/State Number | STPS 431-2 (39) |
| Project Description | CENTRAL CITY-OWENSBORO ROAD (US 431) |
| *********** |
| SM- Project | DE08904310539 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ENTRANCE PIPE-48 IN | 21257ED | 44.000 |
44.000 |
$65.000 |
LF | 0.1 |
| 0020 | DGA BASE | 00001 | 8,064.000 |
8,064.000 |
$19.000 |
TON | 5.6 |
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 3,092.000 |
3,092.000 |
$38.000 |
TON | 4.3 |
| 0040 | TRAFFIC BOUND BASE | 00020 | 376.000 |
528.000 |
$20.000 |
TON | 0.3 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 11.000 |
11.000 |
$50.000 |
TON | 0.0 |
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,095.000 |
2,095.000 |
$42.750 |
TON | 3.3 |
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 7,318.000 |
7,318.000 |
$42.750 |
TON | 11.4 |
| 0080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 2,583.000 |
2,583.000 |
$48.000 |
TON | 4.5 |
| 0090 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 484.000 |
484.000 |
$54.000 |
TON | 1.0 |
| 0100 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 1,350.000 |
1,350.000 |
$58.000 |
TON | 2.8 |
| 0110 | ASPHALT CURING SEAL | 00358 | 15.650 |
15.650 |
$350.000 |
TON | 0.2 |
| 0120 | ENTRANCE PIPE-15 INCH | 00440 | 60.000 |
60.000 |
$35.000 |
LF | 0.1 |
| 0130 | ENTRANCE PIPE-18 INCH | 00441 | 344.000 |
344.000 |
$40.000 |
LF | 0.5 |
| 0140 | ENTRANCE PIPE-24 INCH | 00443 | 56.000 |
56.000 |
$45.000 |
LF | 0.1 |
| 0150 | CULVERT PIPE-18 INCH | 00462 | 92.000 |
172.000 |
$60.000 |
LF | 0.2 |
| 0160 | CULVERT PIPE-24 INCH | 00464 | 80.000 |
80.000 |
$80.000 |
LF | 0.2 |
| 0170 | CULVERT PIPE-36 INCH | 00468 | 148.000 |
148.000 |
$120.000 |
LF | 0.6 |
| 0180 | CULVERT PIPE-48 INCH | 00470 | 76.000 |
76.000 |
$160.000 |
LF | 0.4 |
| 0190 | PERFORATED PIPE-4 INCH | 01000 | 4,262.000 |
4,762.000 |
$6.500 |
LF | 1.0 |
| 0200 | NON-PERFORATED PIPE-4 INCH | 01010 | 132.000 |
132.000 |
$20.000 |
LF | 0.1 |
| 0210 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.2 |
| 0220 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 6.000 |
6.000 |
$500.000 |
EACH | 0.1 |
| 0230 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 5.000 |
5.000 |
$500.000 |
EACH | 0.1 |
| 0240 | REMOVE PIPE | 01310 | 272.000 |
272.000 |
$15.000 |
LF | 0.1 |
| 0250 | METAL END SECTION TY 1-15 INCH | 01370 | 4.000 |
4.000 |
$750.000 |
EACH | 0.1 |
| 0260 | METAL END SECTION TY 1-18 INCH | 01371 | 6.000 |
6.000 |
$1,200.000 |
EACH | 0.3 |
| 0270 | METAL END SECTION TY 1-24 INCH | 01373 | 2.000 |
2.000 |
$1,400.000 |
EACH | 0.1 |
| 0280 | METAL END SECTION TY 3-18 INCH | 01391 | 2.000 |
2.000 |
$700.000 |
EACH | 0.1 |
| 0290 | METAL END SECTION TY 3-24 INCH | 01393 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0300 | METAL END SECTION TY 3-36 INCH | 01395 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0310 | METAL END SECTION TY 3-48 INCH | 01397 | 3.000 |
3.000 |
$4,500.000 |
EACH | 0.5 |
| 0320 | METAL END SECTION TY 4-18 INCH | 01411 | 2.000 |
2.000 |
$900.000 |
EACH | 0.1 |
| 0330 | METAL END SECTION TY 4-24 INCH | 01413 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0340 | METAL END SECTION TY 4-48 INCH | 01417 | 1.000 |
1.000 |
$5,500.000 |
EACH | 0.2 |
| 0350 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 0360 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0370 | REMOVE PAVEMENT | 02091 | 2,539.000 |
2,539.000 |
$7.000 |
SQYD | 0.6 |
| 0380 | TEMPORARY DITCH | 02159 | 4,500.000 |
4,500.000 |
$3.000 |
LF | 0.5 |
| 0390 | ROADWAY EXCAVATION | 02200 | 101,783.000 |
102,982.000 |
$6.500 |
CUYD | 24.1 |
| 0400 | GRANULAR EMBANKMENT | 02223 | 74.000 |
74.000 |
$30.000 |
CUYD | 0.1 |
| 0410 | WATER | 02242 | 425.000 |
425.000 |
$1.000 |
MGAL | 0.0 |
| 0420 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.2 |
| 0430 | TEMPORARY GUARDRAIL | 02397 | 100.000 |
100.000 |
$20.000 |
LF | 0.1 |
| 0440 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 36.000 |
36.000 |
$150.000 |
EACH | 0.2 |
| 0450 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0460 | CHANNEL LINING CLASS II | 02483 | 3,254.000 |
3,566.000 |
$22.000 |
TON | 2.6 |
| 0470 | CLEARING AND GRUBBING 20.4 ACRES | 02545 | 1.000 |
1.000 |
$95,000.000 |
LS | 3.5 |
| 0480 | SIGNS | 02562 | 140.000 |
140.000 |
$10.000 |
SQFT | 0.1 |
| 0490 | EDGE KEY | 02585 | 67.000 |
67.000 |
$100.000 |
LF | 0.2 |
| 0500 | FABRIC-GEOTEXTILE TYPE III | 02598 | 1,000.000 |
1,320.000 |
$2.000 |
SQYD | 0.1 |
| 0510 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 803.000 |
803.000 |
$2.000 |
SQYD | 0.1 |
| 0520 | REMOVE HEADWALL | 02625 | 8.000 |
8.000 |
$750.000 |
EACH | 0.2 |
| 0530 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$50,000.000 |
LS | 1.8 |
| 0540 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$9,200.000 |
LS | 0.3 |
| 0550 | TEMPORARY SILT FENCE | 02701 | 1,274.000 |
1,274.000 |
$3.000 |
LF | 0.1 |
| 0560 | SAND FOR BLOTTER | 02702 | 39.000 |
39.000 |
$25.000 |
TON | 0.0 |
| 0570 | SILT TRAP TYPE A | 02703 | 7.000 |
7.000 |
$350.000 |
EACH | 0.1 |
| 0580 | SILT TRAP TYPE B | 02704 | 52.000 |
52.000 |
$550.000 |
EACH | 1.0 |
| 0590 | CLEAN SILT TRAP TYPE A | 02706 | 56.000 |
56.000 |
$75.000 |
EACH | 0.2 |
| 0600 | CLEAN SILT TRAP TYPE B | 02707 | 416.000 |
416.000 |
$100.000 |
EACH | 1.5 |
| 0610 | CLEAN TEMPORARY SILT FENCE | 02709 | 10,192.000 |
10,192.000 |
$1.000 |
LF | 0.4 |
| 0620 | STAKING | 02726 | 1.000 |
1.000 |
$35,000.000 |
LS | 1.3 |
| 0630 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.5 |
| 0640 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0650 | EROSION CONTROL BLANKET | 05950 | 9,280.000 |
9,280.000 |
$2.000 |
SQYD | 0.7 |
| 0660 | TEMPORARY MULCH | 05952 | 97,466.000 |
97,466.000 |
$0.750 |
SQYD | 2.7 |
| 0670 | SEEDING AND PROTECTION | 05985 | 74,100.000 |
74,100.000 |
$0.350 |
SQYD | 0.9 |
| 0680 | SPECIAL SEEDING CROWN VETCH | 05989 | 7,420.000 |
7,420.000 |
$0.300 |
SQYD | 0.1 |
| 0690 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 7,200.000 |
7,200.000 |
$0.220 |
LF | 0.1 |
| 0700 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 18,000.000 |
18,000.000 |
$0.230 |
LF | 0.2 |
| 0710 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 180.000 |
180.000 |
$7.350 |
EACH | 0.0 |
| 0720 | PAVEMENT MARKER TYPE V-BY | 06591 | 114.000 |
114.000 |
$23.000 |
EACH | 0.1 |
| 0730 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 1020 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$23,500.000 |
LS | 0.9 |
| 1030 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | 1.000 |
1.000 |
$60,300.000 |
LS | 2.2 |
| 8003 | SAFELOADING | 02690 | 0.000 |
8.000 |
$200.000 |
CUYD | 0.0 |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
200.000 |
$1.000 |
DOLL | 0.0 |
| 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
200.000 |
$1.000 |
DOLL | 0.0 |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
5,024.000 |
$1.000 |
DOLL | 0.0 |
| 8007 | LIQUIDATED DAMAGES-HALF RATE | 10012NS | 0.000 |
30.000 |
$-300.000 |
DAY | 0.0 |
Category Total $2,380,318.25 |
| SM- Project | DE08904310539 | CATEGORY NUMBER | 0002 | CATEGORY Description | CULVERT | 94+83.21 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0740 | REMOVE CONCRETE MASONRY | 02403 | 14.300 |
14.300 |
$500.000 |
CUYD | 0.3 |
| 0750 | FOUNDATION PREPARATION DRAWING NO. 25710 | 08003 | 1.000 |
1.000 |
$9,000.000 |
LS | 0.3 |
| 0760 | CONCRETE-CLASS A | 08100 | 82.400 |
82.400 |
$800.000 |
CUYD | 2.4 |
| 0770 | STEEL REINFORCEMENT | 08150 | 7,322.000 |
7,322.000 |
$1.000 |
LB | 0.3 |
Category Total $89,392.00 |
| SM- Project | DE08904310539 | CATEGORY NUMBER | 0003 | CATEGORY Description | CULVERT | 106+20.72 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0780 | REMOVE CONCRETE MASONRY | 02403 | 0.800 |
0.800 |
$500.000 |
CUYD | 0.0 |
| 0790 | FOUNDATION PREPARATION DRAWING NO. 25711 | 08003 | 1.000 |
1.000 |
$6,800.000 |
LS | 0.2 |
| 0800 | CONCRETE-CLASS A | 08100 | 39.800 |
39.800 |
$800.000 |
CUYD | 1.2 |
| 0810 | STEEL REINFORCEMENT | 08150 | 2,887.000 |
2,887.000 |
$1.000 |
LB | 0.1 |
Category Total $41,927.00 |
| SM- Project | DE08904310539 | CATEGORY NUMBER | 0004 | CATEGORY Description | CULVERT | 121+50.60 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0820 | REMOVE CONCRETE MASONRY | 02403 | 1.000 |
1.000 |
$500.000 |
CUYD | 0.0 |
| 0830 | FOUNDATION PREPARATION DRAWING NO. 25712 | 08003 | 1.000 |
1.000 |
$6,800.000 |
LS | 0.2 |
| 0840 | CONCRETE-CLASS A | 08100 | 39.700 |
39.700 |
$800.000 |
CUYD | 1.2 |
| 0850 | STEEL REINFORCEMENT | 08150 | 5,423.000 |
5,423.000 |
$1.000 |
LB | 0.2 |
Category Total $44,483.00 |
| SM- Project | DE08904310539 | CATEGORY NUMBER | 0005 | CATEGORY Description | WATERLINE RELOCATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | 136.000 |
136.000 |
$50.000 |
LF | 0.2 |
| 0870 | PVC PIPE-3/4 INCH | 03379 | 100.000 |
100.000 |
$10.000 |
LF | 0.0 |
| 0880 | PVC PIPE-1 INCH | 03380 | 330.000 |
330.000 |
$12.000 |
LF | 0.1 |
| 0890 | PVC PIPE-2 INCH | 03381 | 202.000 |
202.000 |
$16.000 |
LF | 0.1 |
| 0900 | PVC PIPE-6 INCH | 03385 | 4,607.000 |
4,607.000 |
$24.000 |
LF | 4.0 |
| 0910 | INSTALL WATER METER | 03430 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0920 | RELOCATE WATER METER | 03431 | 8.000 |
8.000 |
$500.000 |
EACH | 0.1 |
| 0930 | TIE-IN TO EXISTING WATER LINE | 03460 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.3 |
| 0940 | GATE VALVE-6 INCH | 03526 | 4.000 |
2.000 |
$800.000 |
EACH | 0.1 |
| 0950 | BEND 11.25 DEG 6 INCH | 03538 | 7.000 |
0.000 |
$150.000 |
EACH | 0.0 |
| 0960 | BEND 22.50 DEG 6 INCH | 03545 | 3.000 |
1.000 |
$150.000 |
EACH | 0.0 |
| 0970 | CUT & CAP EXIST WATER MAIN | 03550 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0980 | BEND 45 DEG 6 INCH | 03554 | 25.000 |
18.000 |
$150.000 |
EACH | 0.1 |
| 0990 | SERVICE TAP | 20082MC | 9.000 |
9.000 |
$250.000 |
EACH | 0.1 |
| 1000 | TRENCHLESS 1 IN AND 2 IN SERVICE LINE | 21200ED | 136.000 |
136.000 |
$20.000 |
LF | 0.1 |
| 8000 | BLOW-OFF ASSEMBLY 2 IN | 01315 | 0.000 |
2.000 |
$615.000 |
EACH | 0.0 |
| 8001 | BEND 90 DEG 6 INCH | 03560 | 0.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 8002 | TAPPING SLEEVE & VALVE | 03551 | 0.000 |
2.000 |
$1,185.000 |
EACH | 0.0 |
Category Total $151,480.00 |
| SM- Project | DE08904310539 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1010 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$40,750.000 |
LS | 1.5 |
Category Total $40,750.00 |