|
Item List 131204 |
Date:08/23/2021 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 131204 | Primary Project Number | DE04000521304 |
| Contract Description | RICHMOND-LANCASTER ROAD (KY 52) | ||
| Primary County | GARRARD | Fed/St Number | 121GR13D004-FE02 STP |
| Vendor ID | 02616 | Vendor Name | HI-VIEW LLC |
| Bid Amount | $ 13,492,061.83 | ||
| SM- Project | DE04000521304 |
| Fed/State Number | STP 5283 (004) |
| Project Description | RICHMOND-LANCASTER ROAD (KY 52) |
| *********** |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING GARRARD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE GARRARD | 00003 | 38,718.000 |
38,718.000 |
$15.950 |
TON | 4.6 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 981.000 |
981.000 |
$18.000 |
TON | 0.1 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 359.000 |
359.000 |
$75.000 |
TON | 0.2 |
| 0040 | ASPHALT SEAL COAT | 00103 | 43.000 |
43.000 |
$650.000 |
TON | 0.2 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 GARRARD | 00212 | 29,137.000 |
29,137.000 |
$63.900 |
TON | 13.8 |
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,768.000 |
2,768.000 |
$66.700 |
TON | 1.4 |
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 6,474.000 |
6,474.000 |
$77.650 |
TON | 3.7 |
| 0080 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 319.000 |
319.000 |
$55.000 |
SQYD | 0.1 |
| 8005 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$1,605.000 |
LS | 0.0 |
Category Total $3,256,816.10 |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY GARRARD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 17.000 |
17.000 |
$20.000 |
TON | 0.0 |
| 0100 | REMOVE PIPE | 01310 | 128.000 |
128.000 |
$10.000 |
LF | 0.0 |
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | 50.000 |
50.000 |
$27.000 |
LF | 0.0 |
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 129.000 |
129.000 |
$6.000 |
EACH | 0.0 |
| 0130 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 25.000 |
25.000 |
$10.000 |
EACH | 0.0 |
| 0140 | REMOVE PAVEMENT | 02091 | 2,420.000 |
2,420.000 |
$3.000 |
SQYD | 0.1 |
| 0150 | TEMP DITCH | 02159 | 17,258.000 |
17,258.000 |
$1.000 |
LF | 0.1 |
| 0160 | CLEAN TEMP DITCH | 02160 | 51,774.000 |
51,774.000 |
$0.500 |
LF | 0.2 |
| 0170 | ROADWAY EXCAVATION GARRARD | 02200 | 473,692.000 |
473,692.000 |
$3.300 |
CUYD | 11.6 |
| 0180 | WATER | 02242 | 7.200 |
7.200 |
$10.000 |
MGAL | 0.0 |
| 0190 | FENCE-4 FT CHAIN LINK | 02273 | 282.000 |
282.000 |
$27.550 |
LF | 0.1 |
| 0200 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 5,818.750 |
5,818.750 |
$15.460 |
LF | 0.7 |
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 10.000 |
10.000 |
$30.000 |
EACH | 0.0 |
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$2,385.000 |
EACH | 0.0 |
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 26.000 |
26.000 |
$1,900.000 |
EACH | 0.4 |
| 0240 | TEMP GUARDRAIL | 02397 | 4,275.000 |
4,275.000 |
$5.750 |
LF | 0.2 |
| 0250 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 124.000 |
124.000 |
$100.000 |
EACH | 0.1 |
| 0260 | WITNESS POST | 02432 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0270 | CHANNEL LINING CLASS II | 02483 | 335.000 |
335.000 |
$19.000 |
TON | 0.0 |
| 0280 | CHANNEL LINING CLASS IV | 02488 | 8,602.000 |
8,602.000 |
$5.000 |
CUYD | 0.3 |
| 0290 | CLEARING AND GRUBBING GARRARD COUNTY APPROXIMATELY 85 ACRES | 02545 | 1.000 |
1.000 |
$85,000.000 |
LS | 0.6 |
| 0300 | TEMPORARY SIGNS | 02562 | 362.500 |
362.500 |
$9.000 |
SQFT | 0.0 |
| 0310 | EDGE KEY | 02585 | 180.000 |
180.000 |
$33.500 |
LF | 0.0 |
| 0320 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 11,570.000 |
11,570.000 |
$2.000 |
SQYD | 0.2 |
| 0330 | MAINTAIN & CONTROL TRAFFIC GARRARD COUNTY | 02650 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.4 |
| 0340 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #1 REVISED: | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0350 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #2 ADDED: 9-2 | 02651 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.1 |
| 0360 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #3 ADDED: 9-2 | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0370 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #4 ADDED: 9- | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0380 | SAFELOADING | 02690 | 1.500 |
1.500 |
$500.000 |
CUYD | 0.0 |
| 0390 | TEMP SILT FENCE | 02701 | 17,258.000 |
17,258.000 |
$3.000 |
LF | 0.4 |
| 0400 | SILT TRAP TYPE A | 02703 | 84.000 |
84.000 |
$100.000 |
EACH | 0.1 |
| 0410 | SILT TRAP TYPE B | 02704 | 84.000 |
84.000 |
$120.000 |
EACH | 0.1 |
| 0420 | SILT TRAP TYPE C | 02705 | 84.000 |
84.000 |
$125.000 |
EACH | 0.1 |
| 0430 | CLEAN SILT TRAP TYPE A | 02706 | 252.000 |
252.000 |
$5.000 |
EACH | 0.0 |
| 0440 | CLEAN SILT TRAP TYPE B | 02707 | 252.000 |
252.000 |
$5.000 |
EACH | 0.0 |
| 0450 | CLEAN SILT TRAP TYPE C | 02708 | 252.000 |
252.000 |
$5.000 |
EACH | 0.0 |
| 0460 | CLEAN TEMP SILT FENCE | 02709 | 51,774.000 |
51,774.000 |
$0.400 |
LF | 0.2 |
| 0470 | SEDIMENTATION BASIN | 02711 | 1,300.000 |
1,300.000 |
$10.000 |
CUYD | 0.1 |
| 0480 | CLEAN SEDIMENTATION BASIN | 02712 | 3,900.000 |
3,900.000 |
$3.000 |
CUYD | 0.1 |
| 0490 | STAKING GARRARD COUNTY | 02726 | 1.000 |
1.000 |
$28,000.000 |
LS | 0.2 |
| 0500 | REMOVE STRUCTURE STA 149+25.00 | 02731 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.1 |
| 0510 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 1,900.000 |
1,900.000 |
$25.000 |
LF | 0.4 |
| 0520 | EROSION CONTROL BLANKET | 05950 | 10,651.000 |
10,651.000 |
$1.100 |
SQYD | 0.1 |
| 0530 | TEMP MULCH | 05952 | 409,770.000 |
409,770.000 |
$0.180 |
SQYD | 0.5 |
| 0540 | TEMP SEEDING AND PROTECTION | 05953 | 40,977.000 |
40,977.000 |
$0.190 |
SQYD | 0.1 |
| 0550 | TOPDRESSING FERTILIZER | 05966 | 29.300 |
29.300 |
$695.000 |
TON | 0.2 |
| 0560 | SEEDING AND PROTECTION | 05985 | 409,770.000 |
409,770.000 |
$0.300 |
SQYD | 0.9 |
| 0570 | SPECIAL SEEDING CROWN VETCH | 05989 | 114,872.000 |
114,872.000 |
$0.160 |
SQYD | 0.1 |
| 0580 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 65,610.000 |
65,610.000 |
$0.170 |
LF | 0.1 |
| 0590 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 81,173.000 |
81,173.000 |
$0.160 |
LF | 0.1 |
| 0600 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 30.000 |
30.000 |
$15.000 |
LF | 0.0 |
| 0610 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 1,775.000 |
1,775.000 |
$1.500 |
SQFT | 0.0 |
| 0620 | PAVE MARKING-THERMO STR ARROW | 06573 | 5.000 |
5.000 |
$130.000 |
EACH | 0.0 |
| 0630 | PAVE MARKING-THERMO CURV ARROW | 06574 | 3.000 |
3.000 |
$130.000 |
EACH | 0.0 |
| 0640 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 8.000 |
8.000 |
$1,250.000 |
EACH | 0.1 |
| 0650 | FUEL ADJUSTMENT | 10020NS | 228,812.000 |
228,812.000 |
$1.000 |
DOLL | 1.7 |
| 0660 | ASPHALT ADJUSTMENT | 10030NS | 101,585.000 |
101,585.000 |
$1.000 |
DOLL | 0.8 |
| 0670 | GRANULAR PILE CORE | 20209EP69 | 460.000 |
460.000 |
$35.000 |
CUYD | 0.1 |
| 0680 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 16,530.000 |
16,530.000 |
$0.300 |
LF | 0.0 |
| 0690 | WILLOW OAK | 20536NS724 | 4.000 |
4.000 |
$450.000 |
EACH | 0.0 |
| 0700 | FLOWERING DOGWOOD | 20566NS724 | 6.000 |
6.000 |
$450.000 |
EACH | 0.0 |
| 0710 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 918.000 |
918.000 |
$5.100 |
SQYD | 0.0 |
| 0720 | REMOVE AND RESET CRASH CUSHION | 23624EC | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0730 | AMERICAN HOLLY | 24393ES724 | 3.000 |
3.000 |
$450.000 |
EACH | 0.0 |
| 0740 | TEMPORARY SHORING GARRARD COUNTY | 24423EC | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0750 | R/W MONUMENT TYPE 3 | 24540 | 24.000 |
24.000 |
$100.000 |
EACH | 0.0 |
| 8000 | LAW ENFORCEMENT OFFICER WORKER SAFTEY | 20411ED | 0.000 |
450.000 |
$40.000 |
HOUR | 0.0 |
| 8001 | ADMINISTRATIVE SETTLEMENT Utility Delay | 10104NX | 0.000 |
550,000.000 |
$1.000 |
DOLL | 0.0 |
| 8002 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | 0.000 |
8.000 |
$341.250 |
EACH | 0.0 |
| 8003 | OBJECT MARKER TYPE 4 | 24805ED | 0.000 |
11.000 |
$190.000 |
EACH | 0.0 |
| 8004 | COST PLUS WORK | 10080NSD | 0.000 |
18,675.800 |
$1.000 |
DOLL | 0.0 |
Category Total $2,974,174.95 |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE GARRARD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0760 | ENTRANCE PIPE-15 IN | 00440 | 1,375.000 |
1,375.000 |
$18.000 |
LF | 0.2 |
| 0770 | ENTRANCE PIPE-18 IN | 00441 | 434.000 |
434.000 |
$24.000 |
LF | 0.1 |
| 0780 | ENTRANCE PIPE-24 IN | 00443 | 106.000 |
106.000 |
$40.000 |
LF | 0.0 |
| 0790 | ENTRANCE PIPE-30 IN | 00445 | 60.000 |
60.000 |
$56.000 |
LF | 0.0 |
| 0800 | CULVERT PIPE-18 IN | 00462 | 306.000 |
306.000 |
$41.000 |
LF | 0.1 |
| 0810 | CULVERT PIPE-24 IN | 00464 | 611.000 |
611.000 |
$52.000 |
LF | 0.2 |
| 0820 | CULVERT PIPE-30 IN | 00466 | 1,133.000 |
1,133.000 |
$73.000 |
LF | 0.6 |
| 0830 | CULVERT PIPE-36 IN | 00468 | 32.000 |
32.000 |
$106.000 |
LF | 0.0 |
| 0840 | CULVERT PIPE-42 IN | 00469 | 427.000 |
427.000 |
$124.000 |
LF | 0.4 |
| 0850 | CULVERT PIPE-48 IN | 00470 | 79.000 |
79.000 |
$141.000 |
LF | 0.1 |
| 0860 | CULVERT PIPE-42 IN EQUIV | 00498 | 159.000 |
159.000 |
$140.000 |
LF | 0.2 |
| 0870 | STORM SEWER PIPE-15 IN | 00521 | 34.000 |
34.000 |
$28.000 |
LF | 0.0 |
| 0880 | STORM SEWER PIPE-24 IN | 00524 | 34.000 |
34.000 |
$65.000 |
LF | 0.0 |
| 0890 | PERFORATED PIPE-4 IN | 01000 | 653.000 |
653.000 |
$8.000 |
LF | 0.0 |
| 0900 | NON-PERFORATED PIPE-4 IN | 01010 | 1,892.000 |
1,892.000 |
$10.000 |
LF | 0.1 |
| 0910 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 2.000 |
2.000 |
$375.000 |
EACH | 0.0 |
| 0920 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 5.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 0930 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 9.000 |
9.000 |
$525.000 |
EACH | 0.0 |
| 0940 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 1.000 |
1.000 |
$485.000 |
EACH | 0.0 |
| 0950 | PIPE CULVERT HEADWALL-15 IN | 01202 | 1.000 |
1.000 |
$960.000 |
EACH | 0.0 |
| 0960 | PIPE CULVERT HEADWALL-18 IN | 01204 | 4.000 |
4.000 |
$1,050.000 |
EACH | 0.0 |
| 0970 | PIPE CULVERT HEADWALL-24 IN | 01208 | 10.000 |
10.000 |
$1,150.000 |
EACH | 0.1 |
| 0980 | PIPE CULVERT HEADWALL-30 IN | 01210 | 12.000 |
12.000 |
$2,160.000 |
EACH | 0.2 |
| 0990 | PIPE CULVERT HEADWALL-42 IN | 01214 | 6.000 |
6.000 |
$3,000.000 |
EACH | 0.1 |
| 1000 | PIPE CULVERT HEADWALL-42 IN EQUIV | 01215 | 2.000 |
2.000 |
$3,400.000 |
EACH | 0.1 |
| 1010 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
2.000 |
$3,300.000 |
EACH | 0.0 |
| 1020 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 2.000 |
2.000 |
$2,900.000 |
EACH | 0.0 |
| 1030 | S & F BOX INLET-OUTLET-18 IN | 01450 | 1.000 |
1.000 |
$2,755.000 |
EACH | 0.0 |
| 1040 | S & F BOX INLET-OUTLET-24 IN | 01451 | 1.000 |
1.000 |
$4,100.000 |
EACH | 0.0 |
| 1050 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$2,460.000 |
EACH | 0.0 |
| 1060 | SPRING BOX INLET TYPE B | 01670 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.0 |
| 1070 | CONCRETE-CLASS A | 08100 | 1.680 |
1.680 |
$1,000.000 |
CUYD | 0.0 |
| 1080 | PIPELINE VIDEO INSPECTION | 23131ER701 | 3,790.000 |
3,790.000 |
$3.500 |
LF | 0.1 |
Category Total $407,948.00 |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE OVER PAINT LICK CREEK & KY 21 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1090 | STRUCTURE GRANULAR BACKFILL | 02231 | 276.600 |
276.600 |
$34.000 |
CUYD | 0.1 |
| 1100 | MASONRY COATING | 02998 | 2,258.000 |
2,258.000 |
$10.000 |
SQYD | 0.2 |
| 1110 | ARMORED EDGE FOR CONCRETE | 03299 | 80.000 |
80.000 |
$50.000 |
LF | 0.0 |
| 1120 | STRUCTURE EXCAVATION-COMMON GARRARD | 08001 | 1,399.900 |
1,399.900 |
$30.000 |
CUYD | 0.3 |
| 1130 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 502.700 |
502.700 |
$65.000 |
CUYD | 0.2 |
| 1140 | CYCLOPEAN STONE RIP RAP | 08019 | 1,518.000 |
1,518.000 |
$32.000 |
TON | 0.4 |
| 1150 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 63.000 |
63.000 |
$60.000 |
TON | 0.0 |
| 1160 | TEST PILES | 08033 | 49.000 |
49.000 |
$77.000 |
LF | 0.0 |
| 1170 | PILES-STEEL HP12X53 | 08046 | 317.000 |
317.000 |
$47.000 |
LF | 0.1 |
| 1180 | PILE POINTS-12 IN | 08094 | 8.000 |
8.000 |
$100.000 |
EACH | 0.0 |
| 1190 | CONCRETE-CLASS A GARRARD | 08100 | 555.000 |
555.000 |
$500.000 |
CUYD | 2.1 |
| 1200 | CONCRETE-CLASS AA | 08104 | 557.600 |
557.600 |
$540.000 |
CUYD | 2.2 |
| 1210 | STEEL REINFORCEMENT | 08150 | 76,224.000 |
76,224.000 |
$0.970 |
LB | 0.5 |
| 1220 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 152,107.000 |
152,107.000 |
$0.960 |
LB | 1.1 |
| 1230 | RAIL SYSTEM TYPE III | 21532ED | 712.000 |
712.000 |
$96.000 |
LF | 0.5 |
| 1240 | DECK DRAIN | 23813EC | 6.000 |
6.000 |
$710.000 |
EACH | 0.0 |
| 1250 | PPC I-BEAM HN60-49 | 24539EC | 1,411.400 |
1,411.400 |
$329.000 |
LF | 3.4 |
Category Total $1,518,011.50 |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1260 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 120.700 |
120.700 |
$13.000 |
SQFT | 0.0 |
| 1270 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 110.500 |
110.500 |
$15.000 |
SQFT | 0.0 |
| 1280 | STEEL POST TYPE 2 | 06411 | 524.000 |
524.000 |
$8.350 |
LF | 0.0 |
| 1290 | STEEL POST MILE MARKERS | 06412 | 6.000 |
6.000 |
$125.000 |
EACH | 0.0 |
| 1300 | BARCODE SIGN INVENTORY | 24584EC | 1.000 |
1.000 |
$1,400.000 |
LS | 0.0 |
Category Total $9,752.00 |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1310 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$405,499.450 |
LS | 3.0 |
| 1320 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$199,998.200 |
LS | 1.5 |
Category Total $605,497.65 |
| SM- Project | DE04000521304 | CATEGORY NUMBER | 0007 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1330 | TRAINEE PAYMENT REIMBURSEMENT ARTICULATING TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,000.00 |
| SM- Project | DE04000521305 |
| Fed/State Number | FE02 040 0052 B00004N |
| Project Description | KY52 BRIDGE (MP 16.619) OVER PAINT LICK CREEK |
| *********** |
| SM- Project | DE04000521305 | CATEGORY NUMBER | 0001 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ARMORED EDGE FOR CONCRETE | 03299 | 40.000 |
40.000 |
$50.000 |
LF | 0.0 |
| 0020 | ELIMINATE TRANSVERSE JOINT | 03300 | 72.000 |
72.000 |
$600.000 |
LF | 0.3 |
| 0030 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | 222.000 |
222.000 |
$33.950 |
SQYD | 0.1 |
| 0040 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 1,008.000 |
1,008.000 |
$0.300 |
LF | 0.0 |
| 0050 | STEEL REINFORCEMENT | 08150 | 1,169.000 |
1,169.000 |
$0.970 |
LB | 0.0 |
| 0060 | CLEAN & PAINT STRUCTURAL STEEL KY 52 BRIDGE OVER PAINT LICK CREEK | 08434 | 1.000 |
1.000 |
$128,000.000 |
LS | 0.9 |
| 0070 | EPOXY SAND SLURRY | 08504 | 131.000 |
131.000 |
$38.000 |
SQYD | 0.0 |
| 0080 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 342.000 |
342.000 |
$26.000 |
SQYD | 0.1 |
| 0090 | CONCRETE OVERLAY-LATEX | 08534 | 19.000 |
19.000 |
$1,200.000 |
CUYD | 0.2 |
| 0100 | BLAST CLEANING | 08549 | 473.000 |
473.000 |
$9.000 |
SQYD | 0.0 |
| 0110 | PIER REPAIR | 23031EN | 192.000 |
192.000 |
$190.000 |
SQFT | 0.3 |
| 0120 | PARTIAL DEPTH PATCHING | 24094EC | 13.100 |
13.100 |
$1,250.000 |
CUYD | 0.1 |
Category Total $275,955.23 |
| SM- Project | DE04000521305 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0130 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$0.900 |
LS | 0.0 |
Category Total $0.90 |
| SM- Project | DE07600521304 |
| Fed/State Number | STP 5283 (004) |
| Project Description | RICHMOND-LANCASTER ROAD (KY 52) |
| *********** |
| SM- Project | DE07600521304 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING MADISON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE MADISON | 00003 | 14,856.000 |
14,856.000 |
$15.950 |
TON | 1.8 |
| 0020 | TRAFFIC BOUND BASE MADISON | 00020 | 272.000 |
272.000 |
$18.000 |
TON | 0.0 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 145.000 |
145.000 |
$75.000 |
TON | 0.1 |
| 0040 | ASPHALT SEAL COAT | 00103 | 17.000 |
17.000 |
$650.000 |
TON | 0.1 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 MADISON | 00212 | 12,294.000 |
12,294.000 |
$63.900 |
TON | 5.8 |
| 0060 | CL2 ASPH BASE 0.75D PG64-22 MADISON | 00221 | 403.000 |
403.000 |
$66.700 |
TON | 0.2 |
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,388.000 |
2,388.000 |
$77.650 |
TON | 1.4 |
| 0080 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 187.000 |
187.000 |
$55.000 |
SQYD | 0.1 |
Category Total $1,271,954.10 |
| SM- Project | DE07600521304 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY MADISON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 8.000 |
8.000 |
$20.000 |
TON | 0.0 |
| 0100 | FLUME INLET TYPE 2 | 01691 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | 150.000 |
150.000 |
$27.000 |
LF | 0.0 |
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 34.000 |
34.000 |
$6.000 |
EACH | 0.0 |
| 0130 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 7.000 |
7.000 |
$10.000 |
EACH | 0.0 |
| 0140 | REMOVE PAVEMENT | 02091 | 3,677.000 |
3,677.000 |
$3.000 |
SQYD | 0.1 |
| 0150 | TEMP DITCH | 02159 | 7,092.000 |
7,092.000 |
$1.000 |
LF | 0.1 |
| 0160 | CLEAN TEMP DITCH | 02160 | 21,276.000 |
21,276.000 |
$0.500 |
LF | 0.1 |
| 0170 | ROADWAY EXCAVATION MADISON | 02200 | 218,774.000 |
218,774.000 |
$3.300 |
CUYD | 5.4 |
| 0180 | WATER | 02242 | 2.900 |
2.900 |
$10.000 |
MGAL | 0.0 |
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,700.000 |
1,700.000 |
$15.460 |
LF | 0.2 |
| 0200 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$30.000 |
EACH | 0.0 |
| 0210 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$2,385.000 |
EACH | 0.1 |
| 0220 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 10.000 |
10.000 |
$1,900.000 |
EACH | 0.1 |
| 0230 | TEMP GUARDRAIL | 02397 | 875.000 |
875.000 |
$5.750 |
LF | 0.0 |
| 0240 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 48.000 |
48.000 |
$100.000 |
EACH | 0.0 |
| 0250 | WITNESS POST | 02432 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0260 | CHANNEL LINING CLASS IA | 02482 | 178.000 |
178.000 |
$125.000 |
TON | 0.2 |
| 0270 | CHANNEL LINING CLASS II | 02483 | 1,506.000 |
1,506.000 |
$19.000 |
TON | 0.2 |
| 0280 | CHANNEL LINING CLASS IV | 02488 | 2,886.000 |
2,886.000 |
$5.000 |
CUYD | 0.1 |
| 0290 | CLEARING AND GRUBBING MADISON CO APPROXIMATELY 35 ACRES | 02545 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.3 |
| 0300 | TEMPORARY SIGNS | 02562 | 182.500 |
182.500 |
$9.000 |
SQFT | 0.0 |
| 0310 | EDGE KEY | 02585 | 57.000 |
57.000 |
$33.500 |
LF | 0.0 |
| 0320 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 3,794.000 |
3,794.000 |
$2.000 |
SQYD | 0.1 |
| 0330 | RETAINING WALL-GABION FOR GABION DITCH | 02610 | 238.000 |
238.000 |
$125.000 |
CUYD | 0.2 |
| 0340 | MAINTAIN & CONTROL TRAFFIC MADISON CO | 02650 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.3 |
| 0350 | DIVERSIONS (BY-PASS DETOURS) MADISON COUNTY DIVERSION #5 REVISED: 9 | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0360 | TEMP SILT FENCE | 02701 | 7,092.000 |
7,092.000 |
$3.000 |
LF | 0.2 |
| 0370 | SILT TRAP TYPE A | 02703 | 35.000 |
35.000 |
$100.000 |
EACH | 0.0 |
| 0380 | SILT TRAP TYPE B | 02704 | 35.000 |
35.000 |
$120.000 |
EACH | 0.0 |
| 0390 | SILT TRAP TYPE C | 02705 | 35.000 |
35.000 |
$125.000 |
EACH | 0.0 |
| 0400 | CLEAN SILT TRAP TYPE A | 02706 | 105.000 |
105.000 |
$5.000 |
EACH | 0.0 |
| 0410 | CLEAN SILT TRAP TYPE B | 02707 | 105.000 |
105.000 |
$5.000 |
EACH | 0.0 |
| 0420 | CLEAN SILT TRAP TYPE C | 02708 | 105.000 |
105.000 |
$5.000 |
EACH | 0.0 |
| 0430 | CLEAN TEMP SILT FENCE | 02709 | 21,276.000 |
21,276.000 |
$0.400 |
LF | 0.1 |
| 0440 | SEDIMENTATION BASIN | 02711 | 1,300.000 |
1,300.000 |
$10.000 |
CUYD | 0.1 |
| 0450 | CLEAN SEDIMENTATION BASIN | 02712 | 3,900.000 |
3,900.000 |
$3.000 |
CUYD | 0.1 |
| 0460 | STAKING MADISON CO | 02726 | 1.000 |
1.000 |
$37,000.000 |
LS | 0.3 |
| 0470 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 500.000 |
500.000 |
$25.000 |
LF | 0.1 |
| 0480 | EROSION CONTROL BLANKET | 05950 | 1,377.000 |
1,377.000 |
$1.100 |
SQYD | 0.0 |
| 0490 | TEMP MULCH | 05952 | 171,010.000 |
171,010.000 |
$0.180 |
SQYD | 0.2 |
| 0500 | TEMP SEEDING AND PROTECTION | 05953 | 17,101.000 |
17,101.000 |
$0.190 |
SQYD | 0.0 |
| 0510 | TOPDRESSING FERTILIZER | 05966 | 12.200 |
12.200 |
$695.000 |
TON | 0.1 |
| 0520 | SEEDING AND PROTECTION | 05985 | 171,010.000 |
171,010.000 |
$0.300 |
SQYD | 0.4 |
| 0530 | SPECIAL SEEDING CROWN VETCH | 05989 | 46,920.000 |
46,920.000 |
$0.160 |
SQYD | 0.1 |
| 0540 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 24,125.000 |
24,125.000 |
$0.170 |
LF | 0.0 |
| 0550 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 33,036.000 |
33,036.000 |
$0.160 |
LF | 0.0 |
| 0560 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 30.000 |
30.000 |
$15.000 |
LF | 0.0 |
| 0570 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 1,132.000 |
1,132.000 |
$1.500 |
SQFT | 0.0 |
| 0580 | PAVE MARKING-THERMO STR ARROW | 06573 | 3.000 |
3.000 |
$130.000 |
EACH | 0.0 |
| 0590 | PAVE MARKING-THERMO CURV ARROW | 06574 | 3.000 |
3.000 |
$130.000 |
EACH | 0.0 |
| 0600 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 2.000 |
2.000 |
$1,250.000 |
EACH | 0.0 |
| 0610 | FUEL ADJUSTMENT | 10020NS | 101,585.000 |
101,585.000 |
$1.000 |
DOLL | 0.8 |
| 0620 | ASPHALT ADJUSTMENT | 10030NS | 59,043.000 |
59,043.000 |
$1.000 |
DOLL | 0.4 |
| 0630 | DRY-LAID ROCK FENCE | 20063EN9T | 135.000 |
135.000 |
$140.000 |
LF | 0.1 |
| 0640 | GRANULAR PILE CORE | 20209EP69 | 578.000 |
578.000 |
$35.000 |
CUYD | 0.1 |
| 0650 | SAW CUT | 20430ED | 1,440.000 |
1,440.000 |
$10.000 |
LF | 0.1 |
| 0660 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 6,410.000 |
6,410.000 |
$0.300 |
LF | 0.0 |
| 0670 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 707.000 |
707.000 |
$5.100 |
SQYD | 0.0 |
| 0680 | REMOVE AND RESET CRASH CUSHION | 23624EC | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0690 | R/W MONUMENT TYPE 3 | 24540 | 5.000 |
5.000 |
$100.000 |
EACH | 0.0 |
Category Total $1,486,593.45 |
| SM- Project | DE07600521304 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE MADISON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0700 | ENTRANCE PIPE-15 IN | 00440 | 201.000 |
201.000 |
$18.000 |
LF | 0.0 |
| 0710 | ENTRANCE PIPE-18 IN | 00441 | 77.000 |
77.000 |
$24.000 |
LF | 0.0 |
| 0720 | ENTRANCE PIPE-24 IN | 00443 | 64.000 |
64.000 |
$40.000 |
LF | 0.0 |
| 0730 | CULVERT PIPE-18 IN | 00462 | 432.000 |
432.000 |
$41.000 |
LF | 0.1 |
| 0740 | CULVERT PIPE-24 IN | 00464 | 131.000 |
131.000 |
$52.000 |
LF | 0.1 |
| 0750 | CULVERT PIPE-36 IN | 00468 | 381.000 |
381.000 |
$106.000 |
LF | 0.3 |
| 0760 | CULVERT PIPE-42 IN | 00469 | 32.000 |
32.000 |
$124.000 |
LF | 0.0 |
| 0770 | PERFORATED PIPE-4 IN | 01000 | 1,319.000 |
1,319.000 |
$8.000 |
LF | 0.1 |
| 0780 | NON-PERFORATED PIPE-4 IN | 01010 | 2,884.000 |
2,884.000 |
$10.000 |
LF | 0.2 |
| 0790 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 4.000 |
4.000 |
$375.000 |
EACH | 0.0 |
| 0800 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 11.000 |
11.000 |
$450.000 |
EACH | 0.0 |
| 0810 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 15.000 |
15.000 |
$525.000 |
EACH | 0.1 |
| 0820 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 3.000 |
3.000 |
$485.000 |
EACH | 0.0 |
| 0830 | PIPE CULVERT HEADWALL-18 IN | 01204 | 2.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
| 0840 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
| 0850 | PIPE CULVERT HEADWALL-36 IN | 01212 | 4.000 |
4.000 |
$2,845.000 |
EACH | 0.1 |
| 0860 | PIPE CULVERT HEADWALL-42 IN | 01214 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0870 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0880 | S & F BOX INLET-OUTLET-18 IN | 01450 | 3.000 |
3.000 |
$2,755.000 |
EACH | 0.1 |
| 0890 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,460.000 |
EACH | 0.0 |
| 0900 | DROP BOX INLET TYPE 14 | 01577 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 0910 | PIPELINE VIDEO INSPECTION | 23131ER701 | 1,115.000 |
1,115.000 |
$3.500 |
LF | 0.0 |
Category Total $172,283.50 |
| SM- Project | DE07600521304 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE OVER TRIBUTARY OF PAINT LICK CREEK & MORAN SUMMIT RD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0920 | STRUCTURE GRANULAR BACKFILL | 02231 | 425.100 |
425.100 |
$34.000 |
CUYD | 0.1 |
| 0930 | MASONRY COATING | 02998 | 2,206.000 |
2,206.000 |
$10.000 |
SQYD | 0.2 |
| 0940 | ARMORED EDGE FOR CONCRETE | 03299 | 91.000 |
91.000 |
$50.000 |
LF | 0.0 |
| 0950 | STRUCTURE EXCAVATION-COMMON | 08001 | 439.800 |
439.800 |
$30.000 |
CUYD | 0.1 |
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 279.800 |
279.800 |
$65.000 |
CUYD | 0.1 |
| 0970 | CYCLOPEAN STONE RIP RAP | 08019 | 2,970.000 |
2,970.000 |
$32.000 |
TON | 0.7 |
| 0980 | TEST PILES | 08033 | 55.000 |
55.000 |
$77.000 |
LF | 0.0 |
| 0990 | PILES-STEEL HP12X53 | 08046 | 384.000 |
384.000 |
$47.000 |
LF | 0.1 |
| 1000 | PILE POINTS-12 IN | 08094 | 18.000 |
18.000 |
$100.000 |
EACH | 0.0 |
| 1010 | CONCRETE-CLASS A | 08100 | 514.200 |
514.200 |
$500.000 |
CUYD | 1.9 |
| 1020 | CONCRETE-CLASS AA | 08104 | 599.600 |
599.600 |
$540.000 |
CUYD | 2.4 |
| 1030 | STEEL REINFORCEMENT | 08150 | 65,820.000 |
65,820.000 |
$0.970 |
LB | 0.5 |
| 1040 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 156,879.000 |
156,879.000 |
$0.960 |
LB | 1.1 |
| 1050 | RAIL SYSTEM TYPE III | 21532ED | 694.800 |
694.800 |
$96.000 |
LF | 0.5 |
| 1060 | DECK DRAIN | 23813EC | 6.000 |
6.000 |
$710.000 |
EACH | 0.0 |
| 1070 | PPC I-BEAM HN60-49 | 24539EC | 1,370.900 |
1,370.900 |
$329.000 |
LF | 3.3 |
Category Total $1,508,887.54 |
| SM- Project | DE07600521304 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1080 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 63.500 |
63.500 |
$13.000 |
SQFT | 0.0 |
| 1090 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 31.000 |
31.000 |
$15.000 |
SQFT | 0.0 |
| 1100 | STEEL POST TYPE 2 | 06411 | 197.000 |
197.000 |
$8.350 |
LF | 0.0 |
| 1110 | STEEL POST MILE MARKERS | 06412 | 2.000 |
2.000 |
$125.000 |
EACH | 0.0 |
Category Total $3,185.45 |
| SM- Project | DE07600521304 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1120 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$0.550 |
LS | 0.0 |
| 1130 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$0.900 |
LS | 0.0 |
Category Total $1.45 |