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Item List 051112 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051112 | Primary Project Number | DE08801910512 |
| Contract Description | INDEX-CANNEL CITY ROAD (KY 191) | ||
| Primary County | MORGAN | Fed/St Number | FD04 088 0191 012-013 |
| Vendor ID | 01218 | Vendor Name | FREDERICK & MAY CONSTRUCTION CO |
| Bid Amount | $ 1,047,170.79 | ||
| SM- Project | DE08801910512 |
| Fed/State Number | FD04 088 0191 012-013 |
| Project Description | INDEX-CANNEL CITY ROAD (KY 191) |
| *********** |
| SM- Project | DE08801910512 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 4,057.000 |
3,597.000 |
$18.750 |
TON | 7.3 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 25.000 |
150.000 |
$17.000 |
TON | 0.0 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 31.000 |
31.000 |
$139.000 |
TON | 0.4 |
| 0040 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 655.000 |
655.000 |
$49.750 |
TON | 3.1 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,726.000 |
2,726.000 |
$49.750 |
TON | 13.0 |
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | 3.700 |
3.700 |
$490.000 |
TON | 0.2 |
| 0070 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 205.000 |
205.000 |
$69.750 |
TON | 1.4 |
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 263.000 |
263.000 |
$69.750 |
TON | 1.8 |
| 0090 | ENTRANCE PIPE-15 INCH | 00440 | 85.000 |
85.000 |
$20.000 |
LF | 0.2 |
| 0100 | ENTRANCE PIPE-18 INCH | 00441 | 6.000 |
6.000 |
$30.000 |
LF | 0.0 |
| 0110 | ENTRANCE PIPE-24 INCH | 00443 | 152.000 |
175.000 |
$35.000 |
LF | 0.5 |
| 0120 | CULVERT PIPE-18 INCH | 00462 | 59.000 |
59.000 |
$40.000 |
LF | 0.2 |
| 0130 | REMOVE PIPE | 01310 | 213.000 |
213.000 |
$5.000 |
LF | 0.1 |
| 0140 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 7.000 |
7.000 |
$1,850.000 |
EACH | 1.2 |
| 0150 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$1,650.000 |
EACH | 0.3 |
| 0160 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,600.000 |
EACH | 0.2 |
| 0170 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
0.000 |
$750.000 |
EACH | 0.1 |
| 0180 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.1 |
| 0190 | ISLAND HEADER CURB TYPE 1 | 01890 | 100.000 |
0.000 |
$25.000 |
LF | 0.2 |
| 0200 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$300.000 |
EACH | 0.1 |
| 0210 | ROADWAY EXCAVATION | 02200 | 4,843.000 |
4,843.000 |
$4.650 |
CUYD | 2.2 |
| 0220 | WATER | 02242 | 50.000 |
50.000 |
$1.000 |
MGAL | 0.0 |
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 575.000 |
575.000 |
$13.300 |
LF | 0.7 |
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$48.000 |
EACH | 0.0 |
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,984.000 |
EACH | 0.8 |
| 0260 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
0.000 |
$3,023.000 |
EACH | 0.6 |
| 0270 | R/W MARKER RURAL TYPE 1 | 02434 | 17.000 |
17.000 |
$70.000 |
EACH | 0.1 |
| 0280 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 11.000 |
11.000 |
$65.000 |
EACH | 0.1 |
| 0290 | CHANNEL LINING CLASS III | 02484 | 36.000 |
36.000 |
$18.000 |
TON | 0.1 |
| 0300 | CLEARING AND GRUBBING 1.6 ACRES | 02545 | 1.000 |
1.000 |
$6,200.000 |
LS | 0.6 |
| 0305 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$50.000 |
EACH | 0.0 |
| 0310 | SIGNS | 02562 | 143.000 |
143.000 |
$5.500 |
SQFT | 0.1 |
| 0320 | EDGE KEY | 02585 | 42.000 |
42.000 |
$70.000 |
LF | 0.3 |
| 0330 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.5 |
| 0340 | LANE CLOSURE | 02653 | 3.000 |
3.000 |
$100.000 |
EACH | 0.0 |
| 0350 | SAFELOADING | 02690 | 6.000 |
6.000 |
$125.000 |
CUYD | 0.1 |
| 0360 | TEMPORARY SILT FENCE | 02701 | 370.000 |
370.000 |
$2.000 |
LF | 0.1 |
| 0370 | SILT TRAP TYPE B | 02704 | 5.000 |
5.000 |
$125.000 |
EACH | 0.1 |
| 0380 | SILT CHECK | 02705 | 21.000 |
21.000 |
$50.000 |
EACH | 0.1 |
| 0390 | CLEAN SILT TRAP TYPE B | 02707 | 15.000 |
15.000 |
$50.000 |
EACH | 0.1 |
| 0400 | CLEAN SILT CHECK | 02708 | 63.000 |
0.000 |
$10.000 |
EACH | 0.1 |
| 0410 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,110.000 |
1,110.000 |
$0.500 |
LF | 0.1 |
| 0420 | STAKING | 02726 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.7 |
| 0430 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.6 |
| 0440 | TEMP SEEDING AND PROTECTION | 05953 | 1,164.000 |
1,164.000 |
$0.270 |
SQYD | 0.0 |
| 0450 | SEEDING AND PROTECTION | 05985 | 11,636.000 |
11,636.000 |
$0.310 |
SQYD | 0.3 |
| 0460 | SODDING | 05990 | 2,199.000 |
0.000 |
$4.640 |
SQYD | 1.0 |
| 0470 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 3,200.000 |
3,200.000 |
$0.280 |
LF | 0.1 |
| 0480 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 6,464.000 |
6,464.000 |
$0.280 |
LF | 0.2 |
| 0490 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 157.000 |
0.000 |
$4.750 |
LF | 0.1 |
| 0500 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 157.000 |
0.000 |
$4.750 |
LF | 0.1 |
| 0510 | PAVEMENT MARKER TYPE V-BY | 06591 | 41.000 |
41.000 |
$29.000 |
EACH | 0.1 |
| 8001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
150.000 |
$23.000 |
TON | 0.0 |
| 8004 | EROSION CONTROL BLANKET | 05950 | 0.000 |
1,680.000 |
$1.700 |
SQYD | 0.0 |
| 8005 | CAP Water Well | 20128EC | 0.000 |
1.000 |
$1,775.000 |
EACH | 0.0 |
| 8006 | MODIFIED BOX | 20264EC | 0.000 |
1.000 |
$6,850.000 |
EACH | 0.0 |
| 8007 | EW~ Drainage Correction | 10090NX | 0.000 |
1.000 |
$8,525.000 |
LS | 0.0 |
| 8008 | EW~ Additional Drainage and Spring Box | 10090NX | 0.000 |
1.000 |
$9,000.000 |
LS | 0.0 |
Category Total $418,174.67 |
| SM- Project | DE08801910512 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0520 | PERFORATED PIPE-8 INCH | 01002 | 140.000 |
140.000 |
$9.000 |
LF | 0.1 |
| 0530 | NON-PERFORATED PIPE-8 INCH | 01012 | 55.000 |
55.000 |
$9.000 |
LF | 0.0 |
| 0540 | STRUCTURE GRANULAR BACKFILL | 02231 | 120.000 |
120.000 |
$31.000 |
CUYD | 0.4 |
| 0550 | MASONRY COATING | 02998 | 501.000 |
501.000 |
$7.500 |
SQYD | 0.4 |
| 0560 | ARMORED EDGE FOR CONCRETE | 03299 | 55.000 |
55.000 |
$60.000 |
LF | 0.3 |
| 0570 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 235.000 |
235.000 |
$37.000 |
CUYD | 0.8 |
| 0580 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$12,500.000 |
LS | 1.2 |
| 0590 | CYCLOPEAN STONE RIP RAP | 08019 | 455.000 |
455.000 |
$20.000 |
TON | 0.9 |
| 0600 | CONCRETE-CLASS A | 08100 | 450.800 |
450.800 |
$345.000 |
CUYD | 14.9 |
| 0610 | CONCRETE-CLASS AA | 08104 | 310.400 |
310.400 |
$450.000 |
CUYD | 13.3 |
| 0620 | STEEL REINFORCEMENT | 08150 | 50,104.000 |
50,104.000 |
$0.650 |
LB | 3.1 |
| 0630 | STEEL REINF-EPOXY COATED | 08151 | 76,113.000 |
76,113.000 |
$0.730 |
LB | 5.3 |
| 0640 | STRUCTURAL STEEL 510 LBS. | 08160 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.2 |
| 0650 | PRECAST PC I BEAM TYPE 3 | 08633 | 771.700 |
771.700 |
$188.000 |
LF | 13.9 |
| 8000 | SEDIMENTATION BASIN | 02711 | 0.000 |
50.000 |
$59.500 |
CUYD | 0.0 |
Category Total $573,243.19 |
| SM- Project | DE08801910512 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0660 | STEEL ENCASEMENT PIPE-4 INCH OPEN CUT | 01061 | 52.000 |
52.000 |
$8.000 |
LF | 0.0 |
| 0670 | STEEL ENCASEMENT PIPE-4 INCH ROAD BORE | 01061 | 30.000 |
30.000 |
$50.000 |
LF | 0.1 |
| 0680 | CONCRETE CAP | 02556 | 2.000 |
2.000 |
$150.000 |
CUYD | 0.0 |
| 0690 | PLASTIC PIPE-3/4 INCH | 03369 | 248.000 |
248.000 |
$3.000 |
LF | 0.1 |
| 0700 | PVC PIPE-8 INCH | 03387 | 1,725.000 |
1,725.000 |
$13.500 |
LF | 2.2 |
| 0710 | TIE-IN TO EXISTING WATER LINE 3" DRY TAP | 03460 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0720 | TIE-IN TO EXISTING WATER LINE 8" WET TAP | 03460 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.4 |
| 0730 | GATE VALVE-3 INCH | 03523 | 1.000 |
1.000 |
$425.000 |
EACH | 0.0 |
| 0740 | GATE VALVE-8 INCH | 03528 | 3.000 |
3.000 |
$675.000 |
EACH | 0.2 |
| 0750 | CREEK CROSSING-TY B | 20575ED | 40.000 |
40.000 |
$65.000 |
LF | 0.2 |
| 0760 | CREEK CROSSING METER | 20576ND | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0790 | PROPOSED FIRE HYDRANT | 20579ND | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.2 |
| 0800 | GRAVEL REPLACEMENT | 20580ND | 80.000 |
80.000 |
$6.000 |
EACH | 0.0 |
| 0810 | SALVAGE METER | 20581ND | 7.000 |
7.000 |
$100.000 |
EACH | 0.1 |
| 0820 | PROPOSED WATER METER | 20582ND | 4.000 |
4.000 |
$250.000 |
EACH | 0.1 |
| 8002 | WATER LINE INSTALLATION | 03420 | 0.000 |
60.000 |
$19.875 |
LF | 0.0 |
| 8003 | STEEL ENCASEMENT PIPE-14 INCH | 01071 | 0.000 |
150.000 |
$60.000 |
LF | 0.0 |
Category Total $40,277.50 |
| SM- Project | DE08801910512 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0830 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$15,475.430 |
LS | 1.5 |
Category Total $15,475.43 |