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Item List 051050 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051050 | Primary Project Number | MP030900705R1 |
| Contract Description | SOUTHBOUND WILLIAM H. NATCHER PARKWAY | ||
| Primary County | DAVIESS | Fed/St Number | NH 9007(005) |
| Vendor ID | 02827 | Vendor Name | YAGER MATERIALS LLC |
| Bid Amount | $ 5,689,736.40 | ||
| SM- Project | MP030900705R1 |
| Fed/State Number | NH 9007(005) |
| Project Description | SOUTHBOUND WILLIAM H. NATCHER PARKWAY |
| *********** |
| SM- Project | MP030900705R1 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 2,540.000 |
0.000 |
$40.000 |
TON | 1.8 |
| 0030 | CRUSHED AGGREGATE SIZE NO 57 LIMESTONE | 00071 | 100.000 |
100.000 |
$20.000 |
TON | 0.0 |
| 0040 | CRUSHED AGGREGATE SIZE NO 2 LIMESTONE | 00078 | 260.000 |
260.000 |
$42.000 |
TON | 0.2 |
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | 565.000 |
565.000 |
$45.000 |
TON | 0.4 |
| 0055 | DGA BASE | 00001 | 9,200.000 |
11,740.500 |
$17.800 |
TON | 2.9 |
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | 1,000.000 |
1,000.000 |
$49.000 |
TON | 0.9 |
| 0070 | CL2 ASPH BASE 1.00D PG64-22 SHOULDER | 00212 | 8,980.000 |
12,570.000 |
$40.000 |
TON | 6.3 |
| 0075 | CL2 ASPH BASE 1.00D PG64-22 EDGE DRAIN TRENCH CAP | 00212 | 1,600.000 |
1,600.000 |
$44.000 |
TON | 1.2 |
| 0080 | CL3 ASPH BASE 1.00D PG64-22 BACKFILL UNDERCUT | 00214 | 5,100.000 |
0.000 |
$44.250 |
TON | 4.0 |
| 0085 | CL3 ASPH BASE 1.00D PG76-22 MAINLINE | 00216 | 25,140.000 |
35,200.000 |
$43.000 |
TON | 19.0 |
| 0090 | ASPHALT SEAL COAT | 00103 | 68.000 |
68.000 |
$410.000 |
TON | 0.5 |
| 0100 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 3,000.000 |
3,000.000 |
$43.750 |
TON | 2.3 |
| 0110 | SMA SURFACE(EXP) | 07650 | 8,380.000 |
8,380.000 |
$80.000 |
TON | 11.8 |
| 0120 | ASPHALT PLACEMENT WITH MTV | 00338 | 33,520.000 |
43,580.000 |
$1.500 |
TON | 0.9 |
| 0130 | CULVERT PIPE-15 INCH | 00461 | 64.000 |
64.000 |
$79.000 |
LF | 0.1 |
| 0140 | PERFORATED PIPE-4 INCH | 01000 | 62,320.000 |
62,320.000 |
$4.750 |
LF | 5.2 |
| 0150 | NON-PERFORATED PIPE-4 INCH RIGID | 01010 | 6,600.000 |
6,600.000 |
$15.000 |
LF | 1.7 |
| 0160 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.4 |
| 0170 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 77.000 |
77.000 |
$450.000 |
EACH | 0.6 |
| 0180 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 13.000 |
13.000 |
$450.000 |
EACH | 0.1 |
| 0190 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 168.000 |
168.000 |
$450.000 |
EACH | 1.3 |
| 0200 | REMOVE PIPE | 01310 | 32.000 |
32.000 |
$21.500 |
LF | 0.0 |
| 0210 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 40.000 |
40.000 |
$250.000 |
EACH | 0.2 |
| 0220 | BARRICADE-TYPE III | 02014 | 6.000 |
6.000 |
$315.000 |
EACH | 0.0 |
| 0240 | ROADWAY EXCAVATION | 02200 | 2,165.000 |
0.000 |
$14.000 |
CUYD | 0.5 |
| 0250 | EMBANKMENT IN PLACE | 02230 | 600.000 |
600.000 |
$16.000 |
CUYD | 0.2 |
| 0260 | DITCHING | 02237 | 10,000.000 |
10,000.000 |
$3.700 |
LF | 0.7 |
| 0270 | ADJUST GUARDRAIL | 02350 | 275.000 |
275.000 |
$10.000 |
LF | 0.0 |
| 0280 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 12,637.500 |
12,637.500 |
$15.000 |
LF | 3.3 |
| 0290 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 75.000 |
75.000 |
$22.000 |
LF | 0.0 |
| 0300 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$1,895.000 |
EACH | 0.2 |
| 0310 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
| 0320 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 16.000 |
16.000 |
$750.000 |
EACH | 0.2 |
| 0330 | REMOVE GUARDRAIL | 02381 | 13,600.000 |
13,600.000 |
$1.500 |
LF | 0.4 |
| 0340 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0350 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 12.000 |
12.000 |
$1,900.000 |
EACH | 0.4 |
| 0370 | CHANNEL LINING CLASS II | 02483 | 500.000 |
500.000 |
$30.000 |
TON | 0.3 |
| 0380 | SIGNS | 02562 | 3,100.000 |
3,100.000 |
$7.500 |
SQFT | 0.4 |
| 0383 | INSTALL PROJECT IDENTIFICATION SIGNS 44" X 72" WITH CHANNEL POSTS | 20588NC | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0387 | INSTALL PROJECT IDENTIFICATION SIGNS 72" X 120" WITH TYPE C POSTS | 20588NC | 1.000 |
1.000 |
$2,360.000 |
EACH | 0.0 |
| 0390 | FABRIC-GEOTEXTILE TYPE III | 02598 | 12,150.000 |
12,150.000 |
$1.100 |
SQYD | 0.2 |
| 0400 | REMOVE HEADWALL | 02625 | 8.000 |
8.000 |
$300.000 |
EACH | 0.0 |
| 0410 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$250,000.000 |
LS | 4.4 |
| 0420 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$13,500.000 |
EACH | 0.9 |
| 0430 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$8,500.000 |
EACH | 0.6 |
| 0440 | REM AND RESET CRASH CUSHION TYPE IX | 20405ES112 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.1 |
| 0445 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,800.000 |
LS | 0.0 |
| 0450 | ASPH PAVE MILLING & TEXTURING | 02677 | 850.000 |
850.000 |
$26.400 |
TON | 0.4 |
| 0460 | TEMPORARY SILT FENCE | 02701 | 300.000 |
300.000 |
$3.750 |
LF | 0.0 |
| 0470 | SILT TRAP TYPE B | 02704 | 8.000 |
8.000 |
$175.000 |
EACH | 0.0 |
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | 16.000 |
16.000 |
$40.000 |
EACH | 0.0 |
| 0490 | CLEAN TEMPORARY SILT FENCE | 02709 | 600.000 |
600.000 |
$0.700 |
LF | 0.0 |
| 0500 | STAKING | 02726 | 1.000 |
1.000 |
$12,050.000 |
LS | 0.2 |
| 0510 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 0522 | CRASH CUSHION TYPE VI-T UNDERCUT | 02894 | 5.000 |
0.000 |
$7,000.000 |
EACH | 0.6 |
| 0527 | RELOCATE CRASH CUSHION TYPE VI-T, UNDERCUT | 02898 | 5.000 |
5.000 |
$1,500.000 |
EACH | 0.1 |
| 0535 | RELOCATE TEMP CONC MED BARRIER UNDERCUTS | 02003 | 4,700.000 |
760.000 |
$4.700 |
LF | 0.4 |
| 0552 | CONCRETE BARRIER WALL TYPE 9T UNDERCUT | 03171 | 4,700.000 |
760.000 |
$39.700 |
LF | 3.3 |
| 0557 | DELINEATOR FOR BARRIER-WHITE | 01984 | 50.000 |
50.000 |
$12.000 |
EACH | 0.0 |
| 0559 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 50.000 |
50.000 |
$12.000 |
EACH | 0.0 |
| 0560 | BASE FAILURE REPAIR | 03240 | 182.000 |
182.000 |
$100.000 |
SQYD | 0.3 |
| 0570 | REPAIR EXISTING BLOWUP | 03247 | 1,400.000 |
1,400.000 |
$83.000 |
SQYD | 2.0 |
| 0590 | FLEXIBLE DELINEATOR POST-W | 06417 | 50.000 |
50.000 |
$30.000 |
EACH | 0.0 |
| 0600 | FLEXIBLE DELINEATOR POST-Y | 06418 | 2.000 |
2.000 |
$30.000 |
EACH | 0.0 |
| 0610 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 33,200.000 |
33,200.000 |
$0.190 |
LF | 0.1 |
| 0620 | PAVE STRIPING-PERM PAINT-6 IN HD21 WHITE | 06515 | 42,050.000 |
42,050.000 |
$0.220 |
LF | 0.2 |
| 0625 | PAVE STRIPING-PERM PAINT-6 IN HD21 YELLOW | 06515 | 32,650.000 |
32,650.000 |
$0.220 |
LF | 0.1 |
| 0630 | PAVE STRIPING-TEMP REM TAPE-B 8 INCHES | 06549 | 1,500.000 |
1,500.000 |
$2.450 |
LF | 0.1 |
| 0640 | PAVE STRIPING-TEMP REM TAPE-W 6 INCHES | 06550 | 4,000.000 |
4,000.000 |
$1.050 |
LF | 0.1 |
| 0650 | PAVE STRIPING-TEMP REM TAPE-Y 6 INCHES | 06551 | 4,000.000 |
4,000.000 |
$1.050 |
LF | 0.1 |
| 0660 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 870.000 |
870.000 |
$22.950 |
EACH | 0.4 |
| 0670 | CONCRETE-CLASS A | 08100 | 9.600 |
9.600 |
$900.000 |
CUYD | 0.2 |
| 0690 | STEEL REINFORCEMENT | 08150 | 96.000 |
96.000 |
$1.200 |
LB | 0.0 |
| 0790 | REMOVE PAVEMENT | 02091 | 12,100.000 |
0.000 |
$5.700 |
SQYD | 1.2 |
| 0800 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 64,320.000 |
64,320.000 |
$0.250 |
LF | 0.3 |
| 8001 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
65,000.000 |
$1.000 |
DOLL | 0.0 |
| 8002 | FUEL ADJUSTMENT | 10020NS | 0.000 |
85,000.000 |
$1.000 |
DOLL | 0.0 |
| 8003 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
129,137.710 |
$1.000 |
DOLL | 0.0 |
| 8004 | FUEL ADJUSTMENT | 10020NS | 0.000 |
14,213.560 |
$1.000 |
DOLL | 0.0 |
| 8005 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
13,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $4,841,585.20 |
| SM- Project | MP030900705R1 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBLIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0780 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$81,579.000 |
LS | 1.4 |
| 0785 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$170,000.000 |
LS | 3.0 |
Category Total $251,579.00 |
| SM- Project | MP030900705R1 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0360 | REMOVE CONCRETE MASONRY | 02403 | 172.000 |
172.000 |
$375.000 |
CUYD | 1.1 |
| 0520 | CRASH CUSHION TYPE VI-T BRIDGE DECKS | 02894 | 3.000 |
3.000 |
$7,000.000 |
EACH | 0.4 |
| 0525 | RELOCATE CRASH CUSHION TYPE VI-T, BRIDGE DECK | 02898 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.1 |
| 0530 | RELOCATE TEMP CONC MED BARRIER BRIDGE DECKS | 02003 | 580.000 |
580.000 |
$4.750 |
LF | 0.0 |
| 0540 | MASONRY COATING | 02998 | 1,050.000 |
1,050.000 |
$8.000 |
SQYD | 0.1 |
| 0550 | CONCRETE BARRIER WALL TYPE 9T BRIDGE DECKS | 03171 | 580.000 |
580.000 |
$25.500 |
LF | 0.3 |
| 0555 | DELINEATOR FOR BARRIER-WHITE | 01984 | 9.000 |
9.000 |
$30.000 |
EACH | 0.0 |
| 0558 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 9.000 |
9.000 |
$30.000 |
EACH | 0.0 |
| 0580 | ARMORED EDGE FOR CONCRETE | 03299 | 177.000 |
177.000 |
$64.000 |
LF | 0.2 |
| 0680 | CONCRETE-CLASS AA | 08104 | 609.600 |
555.600 |
$498.000 |
CUYD | 5.3 |
| 0700 | STEEL REINF-EPOXY COATED | 08151 | 89,616.000 |
89,616.000 |
$0.850 |
LB | 1.3 |
| 0710 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 183.000 |
183.000 |
$122.500 |
LF | 0.4 |
| 0720 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 1,681.000 |
1,681.000 |
$20.500 |
SQYD | 0.6 |
| 0730 | REMOVE AND TRANSPORT HANDRAIL NORTH FORK PANTHER CREEK | 20459ED | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0740 | REMOVE AND TRANSPORT HANDRAIL NORTH FORK PANTHER CREEK RELIEF #1 | 20459ED | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0750 | REMOVE AND TRANSPORT HANDRAIL NORTH FORK PANTHER CREEK RELIEF #2 | 20459ED | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0770 | BAR SPLICE-PHASE CONSTRUCTION | 20598NC | 1,042.000 |
1,042.000 |
$1.000 |
EACH | 0.0 |
| 0810 | JOINT ADHESIVE | 20071EC | 32,160.000 |
32,160.000 |
$0.780 |
LF | 0.4 |
| 8000 | CONCRETE-CLASS AA Has Shrinkage Reducing Cement /Plastisizer | 08104 | 0.000 |
54.000 |
$613.000 |
CUYD | 0.0 |
Category Total $596,572.20 |