|
Item List 231316 |
Date:07/26/2024 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 231316 | Primary Project Number | DE063025E2233 |
| Contract Description | CUMBERLAND GAP PARKWAY (US25E) | ||
| Primary County | LAUREL | Fed/St Number | NHPP 0251 (037) |
| Vendor ID | 01947 | Vendor Name | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION |
| Bid Amount | $ 32,589,996.10 | ||
| SM- Project | DE063025E2233 |
| Fed/State Number | NHPP 0251 (037) |
| Project Description | CUMBERLAND GAP PARKWAY (US25E) |
| *********** |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING - ALT 1 - ASPHALT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 38,498.000 |
38,498.000 |
$35.000 |
TON | 4.1 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 476.000 |
476.000 |
$100.000 |
TON | 0.1 |
| 0015 | ASPHALT SEAL COAT | 00103 | 58.000 |
58.000 |
$1,550.000 |
TON | 0.3 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 600.000 |
600.000 |
$130.000 |
TON | 0.2 |
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 5,510.000 |
5,510.000 |
$96.850 |
TON | 1.6 |
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 4,186.000 |
4,186.000 |
$101.000 |
TON | 1.3 |
| 0035 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 5,090.000 |
5,090.000 |
$103.000 |
TON | 1.6 |
| 0040 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | 4,875.000 |
4,875.000 |
$102.000 |
TON | 1.5 |
| 0045 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | 5,299.000 |
5,299.000 |
$142.500 |
TON | 2.3 |
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 14,841.000 |
14,841.000 |
$125.000 |
TON | 5.7 |
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | 148.000 |
148.000 |
$0.010 |
TON | 0.0 |
| 0060 | PCC BASE-9 IN | 02064 | 3,303.000 |
3,303.000 |
$82.000 |
SQYD | 0.8 |
| 0065 | JPC PAVEMENT-10 IN | 02069 | 11,115.000 |
11,115.000 |
$110.000 |
SQYD | 3.8 |
| 0070 | JPC PAVEMENT-8 IN | 02084 | 23,090.000 |
23,090.000 |
$105.000 |
SQYD | 7.4 |
| 0075 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | 1.000 |
1.000 |
$401,420.000 |
LS | 1.2 |
| 0080 | CL3 ASPH BASE CK PG64-22 | 24904EC | 22,707.000 |
22,707.000 |
$98.000 |
TON | 6.8 |
| 8015 | NON-SPEC MATERIAL Crushed Stone Base under Paving | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $12,695,765.48 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0003 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0160 | TRAFFIC BOUND BASE | 00020 | 1,000.000 |
1,000.000 |
$38.000 |
TON | 0.1 |
| 0165 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 12,815.000 |
12,815.000 |
$40.000 |
TON | 1.6 |
| 0170 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 0175 | CAP DROP BOX INLET | 01584 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 0180 | FLUME INLET TYPE 2 | 01691 | 4.000 |
4.000 |
$8,051.000 |
EACH | 0.1 |
| 0185 | ADJUST INLET | 01719 | 1.000 |
1.000 |
$3,800.000 |
EACH | 0.0 |
| 0190 | STANDARD CURB AND GUTTER | 01810 | 3,448.000 |
3,448.000 |
$35.250 |
LF | 0.4 |
| 0195 | ISLAND CURB AND GUTTER | 01825 | 2,079.000 |
2,079.000 |
$73.750 |
LF | 0.5 |
| 0200 | STANDARD INTEGRAL CURB | 01830 | 2,360.000 |
2,360.000 |
$11.500 |
LF | 0.1 |
| 0205 | STANDARD HEADER CURB | 01875 | 1,192.000 |
1,192.000 |
$36.110 |
LF | 0.1 |
| 0210 | ISLAND HEADER CURB TYPE 1 | 01890 | 561.000 |
561.000 |
$39.000 |
LF | 0.1 |
| 0215 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$39.000 |
LF | 0.0 |
| 0220 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 65.000 |
65.000 |
$15.000 |
EACH | 0.0 |
| 0225 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 16.000 |
16.000 |
$15.000 |
EACH | 0.0 |
| 0230 | DELINEATOR FOR BARRIER - WHITE | 01984 | 8.000 |
8.000 |
$18.390 |
EACH | 0.0 |
| 0235 | DELINEATOR FOR BARRIER - YELLOW | 01985 | 8.000 |
8.000 |
$18.390 |
EACH | 0.0 |
| 0240 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 41.000 |
41.000 |
$15.000 |
EACH | 0.0 |
| 0245 | BARRICADE-TYPE III | 02014 | 20.000 |
20.000 |
$1.000 |
EACH | 0.0 |
| 0250 | REMOVE PAVEMENT | 02091 | 2,072.000 |
2,072.000 |
$30.000 |
SQYD | 0.2 |
| 0255 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 3,355.000 |
3,355.000 |
$99.000 |
SQYD | 1.0 |
| 0260 | PAVED DITCH TYPE 1 MOD | 02155 | 11.000 |
11.000 |
$750.000 |
SQYD | 0.0 |
| 0265 | TEMP DITCH | 02159 | 4,750.000 |
4,750.000 |
$2.750 |
LF | 0.0 |
| 0270 | CLEAN TEMP DITCH | 02160 | 2,375.000 |
2,375.000 |
$1.000 |
LF | 0.0 |
| 0275 | ROADWAY EXCAVATION | 02200 | 80,429.000 |
80,429.000 |
$39.900 |
CUYD | 9.8 |
| 0280 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 462.000 |
462.000 |
$120.000 |
CUYD | 0.2 |
| 0285 | SPECIAL EXCAVATION | 02204 | 300.000 |
300.000 |
$76.000 |
CUYD | 0.1 |
| 0290 | WATER | 02242 | 100.000 |
100.000 |
$0.010 |
MGAL | 0.0 |
| 0295 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 6,901.000 |
6,901.000 |
$51.260 |
LF | 1.1 |
| 0300 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$100.000 |
LF | 0.1 |
| 0305 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 12.000 |
12.000 |
$100.000 |
EACH | 0.0 |
| 0310 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 11.000 |
11.000 |
$4,500.000 |
EACH | 0.2 |
| 0315 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$16,000.000 |
EACH | 0.1 |
| 0320 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 14.000 |
14.000 |
$4,000.000 |
EACH | 0.2 |
| 0325 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 0330 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0335 | REMOVE GUARDRAIL | 02381 | 6,894.500 |
6,894.500 |
$6.000 |
LF | 0.1 |
| 0340 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.0 |
| 0345 | GUARDRAIL CONNECT SHLD BRIDGE PIER TY A1 | 02384 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0350 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0355 | TEMP GUARDRAIL | 02397 | 300.000 |
300.000 |
$30.000 |
LF | 0.0 |
| 0360 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 37.000 |
37.000 |
$225.000 |
EACH | 0.0 |
| 0365 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 5.000 |
5.000 |
$225.000 |
EACH | 0.0 |
| 0370 | WITNESS R/W MONUMENT TYPE 2 | 02431 | 1.000 |
1.000 |
$225.000 |
EACH | 0.0 |
| 0375 | WITNESS POST | 02432 | 5.000 |
5.000 |
$225.000 |
EACH | 0.0 |
| 0380 | CHANNEL LINING CLASS II | 02483 | 3,019.000 |
3,019.000 |
$55.000 |
TON | 0.5 |
| 0385 | CHANNEL LINING CLASS III | 02484 | 3,108.000 |
3,108.000 |
$58.000 |
TON | 0.6 |
| 0390 | CLEARING AND GRUBBING (21 ACRES) | 02545 | 1.000 |
1.000 |
$335,000.000 |
LS | 1.0 |
| 0395 | CONCRETE-CLASS B | 02555 | 13.000 |
13.000 |
$544.470 |
CUYD | 0.0 |
| 0400 | CONCRETE-CLASS B | 02555 | 281.200 |
281.200 |
$544.470 |
CUYD | 0.5 |
| 0405 | TEMPORARY SIGNS | 02562 | 1,200.000 |
1,200.000 |
$16.960 |
SQFT | 0.1 |
| 0410 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | 1,900.000 |
1,900.000 |
$10.500 |
EACH | 0.1 |
| 0415 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 24,205.000 |
24,205.000 |
$1.950 |
SQYD | 0.1 |
| 0420 | HANDRAIL-TYPE A-1 | 02611 | 430.000 |
430.000 |
$104.000 |
LF | 0.1 |
| 0425 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$2,297,475.000 |
LS | 7.0 |
| 0430 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$26,000.000 |
EACH | 0.5 |
| 0435 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.1 |
| 0440 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,850.000 |
1,850.000 |
$35.000 |
TON | 0.2 |
| 0445 | SAFELOADING | 02690 | 69.000 |
69.000 |
$250.000 |
CUYD | 0.1 |
| 0450 | TEMP SILT FENCE | 02701 | 4,750.000 |
4,750.000 |
$3.790 |
LF | 0.1 |
| 0455 | SILT TRAP TYPE A | 02703 | 20.000 |
20.000 |
$400.000 |
EACH | 0.0 |
| 0460 | SILT TRAP TYPE B | 02704 | 20.000 |
20.000 |
$125.000 |
EACH | 0.0 |
| 0465 | SILT TRAP TYPE C | 02705 | 20.000 |
20.000 |
$125.000 |
EACH | 0.0 |
| 0470 | CLEAN SILT TRAP TYPE A | 02706 | 20.000 |
20.000 |
$50.000 |
EACH | 0.0 |
| 0475 | CLEAN SILT TRAP TYPE B | 02707 | 20.000 |
20.000 |
$50.000 |
EACH | 0.0 |
| 0480 | CLEAN SILT TRAP TYPE C | 02708 | 20.000 |
20.000 |
$50.000 |
EACH | 0.0 |
| 0485 | SIDEWALK-4 IN CONCRETE | 02720 | 1,433.000 |
1,433.000 |
$90.000 |
SQYD | 0.4 |
| 0490 | STAKING | 02726 | 1.000 |
1.000 |
$250,000.000 |
LS | 0.8 |
| 0495 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 0500 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$0.010 |
EACH | 0.0 |
| 0505 | MASONRY COATING | 02998 | 534.000 |
534.000 |
$22.000 |
SQYD | 0.0 |
| 0510 | TUBULAR MARKERS | 03225 | 80.000 |
80.000 |
$50.000 |
EACH | 0.0 |
| 0515 | EROSION CONTROL BLANKET | 05950 | 11,764.000 |
11,764.000 |
$1.900 |
SQYD | 0.1 |
| 0520 | TEMP MULCH | 05952 | 61,491.000 |
61,491.000 |
$0.330 |
SQYD | 0.1 |
| 0525 | TEMP SEEDING AND PROTECTION | 05953 | 46,118.000 |
46,118.000 |
$0.340 |
SQYD | 0.0 |
| 0530 | INITIAL FERTILIZER | 05963 | 5.300 |
5.300 |
$1,500.000 |
TON | 0.0 |
| 0535 | MAINTENANCE FERTILIZER | 05964 | 3.200 |
3.200 |
$1,500.000 |
TON | 0.0 |
| 0540 | SEEDING AND PROTECTION | 05985 | 85,651.000 |
85,651.000 |
$0.490 |
SQYD | 0.1 |
| 0545 | SODDING | 05990 | 6,368.000 |
6,368.000 |
$12.000 |
SQYD | 0.2 |
| 0550 | AGRICULTURAL LIMESTONE | 05992 | 57.200 |
57.200 |
$120.000 |
TON | 0.0 |
| 0555 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 126.000 |
126.000 |
$85.000 |
EACH | 0.0 |
| 0560 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 44,850.000 |
44,850.000 |
$0.300 |
LF | 0.0 |
| 0565 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 112,750.000 |
112,750.000 |
$0.350 |
LF | 0.1 |
| 0570 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 250.000 |
250.000 |
$4.500 |
LF | 0.0 |
| 0575 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 15,040.000 |
15,040.000 |
$3.500 |
LF | 0.2 |
| 0580 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 10,560.000 |
10,560.000 |
$3.500 |
LF | 0.1 |
| 0585 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 880.000 |
880.000 |
$7.000 |
EACH | 0.0 |
| 0590 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 720.000 |
720.000 |
$12.420 |
EACH | 0.0 |
| 0595 | INLAID PAVEMENT MARKER-MW | 06610 | 314.000 |
314.000 |
$32.000 |
EACH | 0.0 |
| 0600 | INLAID PAVEMENT MARKER-BY | 06612 | 105.000 |
105.000 |
$32.000 |
EACH | 0.0 |
| 0605 | INLAID PAVEMENT MARKER-B W/R | 06613 | 258.000 |
258.000 |
$32.000 |
EACH | 0.0 |
| 0610 | INLAID PAVEMENT MARKER-B Y/R | 06614 | 9.000 |
9.000 |
$32.000 |
EACH | 0.0 |
| 0615 | CONCRETE-CLASS A | 08100 | 59.100 |
59.100 |
$685.040 |
CUYD | 0.1 |
| 0620 | STEEL REINFORCEMENT | 08150 | 1,456.000 |
1,456.000 |
$3.750 |
LB | 0.0 |
| 0625 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | 2.000 |
2.000 |
$28,000.000 |
EACH | 0.2 |
| 0630 | OBJECT MARKER TY 3 | 20191ED | 16.000 |
16.000 |
$150.000 |
EACH | 0.0 |
| 0635 | LONGITUDINAL EDGE KEY | 21289ED | 1,910.000 |
1,910.000 |
$20.970 |
LF | 0.1 |
| 0640 | DETECTABLE WARNINGS | 23158ES505 | 490.000 |
490.000 |
$55.000 |
SQFT | 0.1 |
| 0645 | R/W MONUMENT TYPE 3 | 24540 | 14.000 |
14.000 |
$225.000 |
EACH | 0.0 |
| 0650 | R/W MONUMENT TYPE 3A | 24541 | 13.000 |
13.000 |
$225.000 |
EACH | 0.0 |
| 0655 | CONCRETE ISLAND | 24651ED | 1,347.000 |
1,347.000 |
$70.000 |
SQYD | 0.3 |
| 0660 | PIPELINE INSPECTION | 24814EC | 4,940.000 |
4,940.000 |
$2.250 |
LF | 0.0 |
| 0665 | PAVE MARKING-THERMO U-TURN | 24889EC | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 8001 | CONDUIT-1 1/4 IN | 04793 | 0.000 |
0.000 |
$12.930 |
LF | 0.0 |
| 8002 | CONDUIT-2 IN | 04795 | 0.000 |
0.000 |
$39.990 |
LF | 0.0 |
| 8003 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
0.000 |
$10.730 |
LF | 0.0 |
| 8004 | PIEZOELECTRIC SENSOR | 04829 | 0.000 |
0.000 |
$2,689.500 |
EACH | 0.0 |
| 8005 | LOOP WIRE | 04830 | 0.000 |
0.000 |
$1.050 |
LF | 0.0 |
| 8006 | LOOP SAW SLOT AND FILL | 04895 | 0.000 |
0.000 |
$16.500 |
LF | 0.0 |
| 8007 | GALVANIZED STEEL CABINET | 20359NN | 0.000 |
0.000 |
$1,210.000 |
EACH | 0.0 |
| 8008 | WOOD POST | 20360ES818 | 0.000 |
0.000 |
$484.000 |
EACH | 0.0 |
| 8010 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 0.000 |
0.000 |
$2,084.500 |
EACH | 0.0 |
Category Total $9,925,059.01 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0004 | CATEGORY Description | ROADWAY - ALT 1 - ASPHALT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0670 | BREAKING AND SEATING PAVEMENT | 02107 | 32,013.000 |
32,013.000 |
$1.750 |
SQYD | 0.2 |
| 0675 | CROSSOVER | 02655 | 1.000 |
1.000 |
$250,000.000 |
LS | 0.8 |
| 0680 | PAVE STRIPING-THERMO-6 IN W | 06542 | 24,363.000 |
24,363.000 |
$1.500 |
LF | 0.1 |
| 0685 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 10,932.000 |
10,932.000 |
$1.500 |
LF | 0.1 |
| 0690 | PAVE STRIPING-THERMO-12 IN W | 06546 | 1,056.000 |
1,056.000 |
$3.000 |
LF | 0.0 |
| 0695 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 10,869.000 |
10,869.000 |
$7.800 |
LF | 0.3 |
| 0700 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 5,514.000 |
5,514.000 |
$7.800 |
LF | 0.1 |
| 0705 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | 85.000 |
85.000 |
$15.600 |
LF | 0.0 |
| 0710 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 846.000 |
846.000 |
$12.500 |
LF | 0.0 |
| 0715 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 1,735.000 |
1,735.000 |
$8.400 |
SQFT | 0.0 |
| 0720 | PAVE MARKING-THERMO CURV ARROW | 06574 | 95.000 |
95.000 |
$150.000 |
EACH | 0.0 |
| 0725 | PAVE MARKING-THERMO COMB ARROW | 06575 | 27.000 |
27.000 |
$175.000 |
EACH | 0.0 |
| 0730 | PAVE MARKING-THERMO ONLY | 06576 | 7.000 |
7.000 |
$345.000 |
EACH | 0.0 |
| 0735 | FUEL ADJUSTMENT | 10020NS | 141,498.000 |
141,498.000 |
$1.000 |
DOLL | 0.4 |
| 0740 | ASPHALT ADJUSTMENT | 10030NS | 246,727.000 |
246,727.000 |
$1.000 |
DOLL | 0.8 |
| 0745 | PAVE MARK TY 1 TAPE CROSS-HATCH | 23253ES717 | 1,380.000 |
1,380.000 |
$22.500 |
SQFT | 0.1 |
| 0750 | PAVE MARK TY 1 TAPE -ONLY | 23256ES717 | 7.000 |
7.000 |
$1,050.000 |
EACH | 0.0 |
| 0755 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | 389.000 |
389.000 |
$38.000 |
LF | 0.0 |
| 0760 | PAVE MARK TY 1 TAPE-COMBO ARROW | 23269ES717 | 20.000 |
20.000 |
$950.000 |
EACH | 0.1 |
| 0765 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | 56.000 |
56.000 |
$625.000 |
EACH | 0.1 |
| 0770 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | 2,200.000 |
2,200.000 |
$5.500 |
SQFT | 0.0 |
| 0775 | DURABLE WATERBORNE MARKING-4 IN W | 24401EC | 14,304.000 |
14,304.000 |
$0.450 |
LF | 0.0 |
| 0780 | DURABLE WATERBORNE MARKING-4 IN Y | 24402EC | 13,338.000 |
13,338.000 |
$0.450 |
LF | 0.0 |
| 0785 | PAVE MARK THERMO CHEVRON | 24679ED | 660.000 |
660.000 |
$10.000 |
SQFT | 0.0 |
Category Total $1,064,331.55 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0006 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0900 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 35.000 |
35.000 |
$89.170 |
TON | 0.0 |
| 0905 | ENTRANCE PIPE-15 IN | 00440 | 261.000 |
261.000 |
$77.000 |
LF | 0.1 |
| 0910 | ENTRANCE PIPE-18 IN | 00441 | 117.000 |
117.000 |
$110.000 |
LF | 0.0 |
| 0915 | ENTRANCE PIPE-24 IN | 00443 | 85.000 |
85.000 |
$150.000 |
LF | 0.0 |
| 0920 | CULVERT PIPE-15 IN | 00461 | 95.000 |
95.000 |
$275.000 |
LF | 0.1 |
| 0925 | CULVERT PIPE-18 IN | 00462 | 1,785.000 |
1,785.000 |
$170.000 |
LF | 0.9 |
| 0930 | CULVERT PIPE-24 IN | 00464 | 173.000 |
173.000 |
$470.000 |
LF | 0.2 |
| 0935 | CULVERT PIPE-30 IN | 00466 | 314.000 |
314.000 |
$180.000 |
LF | 0.2 |
| 0940 | CULVERT PIPE-36 IN | 00468 | 62.000 |
62.000 |
$444.000 |
LF | 0.1 |
| 0945 | CULVERT PIPE-72 IN | 00474 | 80.000 |
80.000 |
$490.000 |
LF | 0.1 |
| 0950 | STORM SEWER PIPE-15 IN | 00521 | 684.000 |
684.000 |
$92.000 |
LF | 0.2 |
| 0955 | STORM SEWER PIPE-18 IN | 00522 | 1,830.000 |
1,830.000 |
$155.000 |
LF | 0.9 |
| 0960 | STORM SEWER PIPE-24 IN | 00524 | 270.000 |
270.000 |
$185.000 |
LF | 0.2 |
| 0965 | STORM SEWER PIPE-30 IN | 00526 | 134.000 |
134.000 |
$350.000 |
LF | 0.1 |
| 0970 | STORM SEWER PIPE-36 IN | 00528 | 60.000 |
60.000 |
$360.000 |
LF | 0.1 |
| 0975 | STORM SEWER PIPE-42 IN | 00529 | 205.000 |
205.000 |
$500.000 |
LF | 0.3 |
| 0980 | PERFORATED PIPE-4 IN | 01000 | 19,304.000 |
19,304.000 |
$15.000 |
LF | 0.9 |
| 0985 | PERFORATED PIPE-6 IN | 01001 | 3,344.000 |
3,344.000 |
$20.000 |
LF | 0.2 |
| 0990 | NON-PERFORATED PIPE-4 IN | 01010 | 1,271.000 |
1,271.000 |
$20.000 |
LF | 0.1 |
| 0995 | NON-PERFORATED PIPE-6 IN | 01011 | 54.000 |
54.000 |
$25.000 |
LF | 0.0 |
| 1000 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 9.000 |
9.000 |
$1,500.000 |
EACH | 0.0 |
| 1005 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 21.000 |
21.000 |
$1,500.000 |
EACH | 0.1 |
| 1010 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 1015 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 7.000 |
7.000 |
$1,500.000 |
EACH | 0.0 |
| 1020 | PIPE CULVERT HEADWALL-15 IN | 01202 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 1025 | PIPE CULVERT HEADWALL-18 IN | 01204 | 16.000 |
16.000 |
$2,000.000 |
EACH | 0.1 |
| 1030 | PIPE CULVERT HEADWALL-24 IN | 01208 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 1035 | PIPE CULVERT HEADWALL-30 IN | 01210 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 1040 | PIPE CULVERT HEADWALL-36 IN | 01212 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.0 |
| 1045 | PIPE CULVERT HEADWALL-42 IN | 01214 | 1.000 |
1.000 |
$7,000.000 |
EACH | 0.0 |
| 1050 | METAL END SECTION TY 2-18 IN | 01381 | 1.000 |
1.000 |
$5,600.000 |
EACH | 0.0 |
| 1055 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 10.000 |
10.000 |
$2,600.000 |
EACH | 0.1 |
| 1060 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$5,500.000 |
EACH | 0.0 |
| 1065 | S & F BOX INLET-OUTLET-18 IN | 01450 | 13.000 |
13.000 |
$5,500.000 |
EACH | 0.2 |
| 1070 | S & F BOX INLET-OUTLET-24 IN | 01451 | 3.000 |
3.000 |
$6,700.000 |
EACH | 0.1 |
| 1075 | S & F BOX INLET-OUTLET-30 IN | 01452 | 2.000 |
2.000 |
$9,400.000 |
EACH | 0.1 |
| 1080 | S & F BOX INLET-OUTLET-36 IN | 01453 | 1.000 |
1.000 |
$12,000.000 |
EACH | 0.0 |
| 1085 | CURB BOX INLET TYPE A | 01456 | 3.000 |
3.000 |
$6,700.000 |
EACH | 0.1 |
| 1090 | CURB BOX INLET TYPE B | 01480 | 16.000 |
16.000 |
$6,700.000 |
EACH | 0.3 |
| 1095 | CURB BOX INLET TYPE F | 01487 | 1.000 |
1.000 |
$5,500.000 |
EACH | 0.0 |
| 1100 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
7.000 |
$7,200.000 |
EACH | 0.2 |
| 1105 | DROP BOX INLET TYPE 5B | 01505 | 6.000 |
6.000 |
$9,200.000 |
EACH | 0.2 |
| 1110 | DROP BOX INLET TYPE 5F | 01517 | 5.000 |
5.000 |
$8,900.000 |
EACH | 0.1 |
| 1115 | DROP BOX INLET TYPE 7 | 01538 | 3.000 |
3.000 |
$7,900.000 |
EACH | 0.1 |
| 1120 | DROP BOX INLET TYPE 11 | 01544 | 17.000 |
17.000 |
$4,000.000 |
EACH | 0.2 |
| 1125 | DROP BOX INLET TYPE 13S | 01568 | 1.000 |
1.000 |
$8,700.000 |
EACH | 0.0 |
| 1130 | JUNCTION BOX | 01650 | 14.000 |
14.000 |
$4,000.000 |
EACH | 0.2 |
| 1135 | JUNCTION BOX-SPECIAL | 01653 | 1.000 |
1.000 |
$11,000.000 |
EACH | 0.0 |
| 1140 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 40.000 |
40.000 |
$300.000 |
EACH | 0.0 |
| 1145 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 1150 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 1155 | MANHOLE TYPE B | 01761 | 2.000 |
2.000 |
$8,500.000 |
EACH | 0.1 |
| 1160 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$15,000.000 |
EACH | 0.0 |
| 1165 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 4,519.000 |
4,519.000 |
$2.000 |
SQYD | 0.0 |
| 1170 | CONCRETE-CLASS A | 08100 | 42.760 |
42.760 |
$1,312.000 |
CUYD | 0.2 |
| 1175 | CORED HOLE DRAINAGE BOX CON | 23610NC | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 1180 | DRAINAGE JUNCTION BOX TY B | 23952EC | 2.000 |
2.000 |
$5,600.000 |
EACH | 0.0 |
| 1185 | PIPE CULVERT HEADWALL-72 IN | 24025EC | 2.000 |
2.000 |
$15,000.000 |
EACH | 0.1 |
Category Total $2,425,548.07 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - #27653 RCBC |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1190 | GRANULAR EMBANKMENT | 02223 | 10.000 |
10.000 |
$300.000 |
CUYD | 0.0 |
| 1195 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 181.000 |
181.000 |
$150.000 |
CUYD | 0.1 |
| 1200 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 1205 | CONCRETE-CLASS A | 08100 | 73.300 |
73.300 |
$975.000 |
CUYD | 0.2 |
| 1210 | STEEL REINFORCEMENT | 08150 | 6,526.000 |
6,526.000 |
$2.500 |
LB | 0.1 |
Category Total $137,932.50 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE - #27652 KY1223 OVER HORSE CREEK |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1215 | STRUCTURE GRANULAR BACKFILL | 02231 | 67.000 |
67.000 |
$100.000 |
CUYD | 0.0 |
| 1220 | MASONRY COATING | 02998 | 183.000 |
183.000 |
$12.000 |
SQYD | 0.0 |
| 1225 | ARMORED EDGE FOR CONCRETE | 03299 | 52.000 |
52.000 |
$100.000 |
LF | 0.0 |
| 1230 | STRUCTURE EXCAVATION-COMMON | 08001 | 462.000 |
462.000 |
$45.000 |
CUYD | 0.1 |
| 1235 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 38.000 |
38.000 |
$250.000 |
CUYD | 0.0 |
| 1240 | CYCLOPEAN STONE RIP RAP | 08019 | 110.000 |
110.000 |
$60.000 |
TON | 0.0 |
| 1245 | CONCRETE-CLASS A | 08100 | 151.000 |
151.000 |
$1,000.000 |
CUYD | 0.5 |
| 1250 | CONCRETE-CLASS AA | 08104 | 27.900 |
27.900 |
$1,900.000 |
CUYD | 0.2 |
| 1255 | STEEL REINFORCEMENT | 08150 | 14,250.000 |
14,250.000 |
$1.600 |
LB | 0.1 |
| 1260 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 6,250.000 |
6,250.000 |
$2.150 |
LB | 0.0 |
| 1265 | PRECAST PC BOX BEAM SB17 | 08668 | 94.500 |
94.500 |
$460.000 |
LF | 0.1 |
| 1270 | RAIL SYSTEM TYPE III | 21532ED | 63.000 |
63.000 |
$220.000 |
LF | 0.0 |
Category Total $348,563.50 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER - CORBIN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1275 | S BYPASS PUMPING | 15000 | 21.000 |
21.000 |
$1,500.000 |
EACH | 0.1 |
| 1280 | S ENCASEMENT STEEL BORED RANGE 1 | 15014 | 60.000 |
60.000 |
$358.370 |
LF | 0.1 |
| 1285 | S ENCASEMENT STEEL BORED RANGE 3 | 15016 | 60.000 |
60.000 |
$401.260 |
LF | 0.1 |
| 1290 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | 90.000 |
90.000 |
$641.230 |
LF | 0.2 |
| 1295 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | 75.000 |
75.000 |
$662.180 |
LF | 0.2 |
| 1300 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | 175.000 |
175.000 |
$488.210 |
LF | 0.3 |
| 1305 | S ENCASEMENT STEEL OPEN CUT RANGE 5 | 15024 | 180.000 |
180.000 |
$507.580 |
LF | 0.3 |
| 1310 | S FORCE MAIN PVC 02 INCH | 15057 | 615.000 |
615.000 |
$52.030 |
LF | 0.1 |
| 1315 | S FORCE MAIN PVC 03 INCH | 15058 | 45.000 |
45.000 |
$56.070 |
LF | 0.0 |
| 1320 | S FORCE MAIN PVC 06 INCH | 15060 | 620.000 |
620.000 |
$77.310 |
LF | 0.1 |
| 1325 | S FORCE MAIN TIE-IN 02 INCH | 15071 | 1.000 |
1.000 |
$2,484.480 |
EACH | 0.0 |
| 1330 | S FORCE MAIN TIE-IN 03 INCH | 15072 | 1.000 |
1.000 |
$1,974.700 |
EACH | 0.0 |
| 1335 | S FORCE MAIN TIE-IN 06 INCH | 15074 | 1.000 |
1.000 |
$4,199.280 |
EACH | 0.0 |
| 1340 | S FORCE MAIN TIE-IN 12 INCH | 15077 | 3.000 |
3.000 |
$6,191.250 |
EACH | 0.1 |
| 1345 | S FORCE MAIN VALVE GATE | 15084 | 2.000 |
2.000 |
$2,406.030 |
EACH | 0.0 |
| 1350 | S LATERAL CLEANOUT | 15086 | 5.000 |
5.000 |
$1,121.490 |
EACH | 0.0 |
| 1355 | S LATERAL LONG SIDE 06 INCH | 15088 | 5.000 |
5.000 |
$4,810.000 |
EACH | 0.1 |
| 1360 | S MANHOLE | 15092 | 35.000 |
35.000 |
$4,467.000 |
EACH | 0.5 |
| 1365 | S MANHOLE ABANDON/REMOVE | 15093 | 17.000 |
17.000 |
$1,215.000 |
EACH | 0.1 |
| 1370 | S MANHOLE CASTING STANDARD | 15095 | 35.000 |
35.000 |
$482.870 |
EACH | 0.1 |
| 1375 | S PIPE PVC 08 INCH | 15112 | 2,454.000 |
2,454.000 |
$114.250 |
LF | 0.9 |
| 1380 | S PIPE PVC 10 INCH | 15113 | 1,271.000 |
1,271.000 |
$165.390 |
LF | 0.6 |
| 1385 | S PIPE PVC 12 INCH | 15114 | 876.000 |
876.000 |
$360.560 |
LF | 1.0 |
| 1390 | S SPECIAL ITEM - S CAP EXISTING MAIN | 15120 | 4.000 |
4.000 |
$2,316.250 |
EACH | 0.0 |
| 1395 | S FORCE MAIN DUCTILE IRON 12 INCH INST | 15516 | 710.000 |
710.000 |
$125.440 |
LF | 0.3 |
| 1400 | S PIPE DUCTILE IRON 08 INCH INST | 15579 | 38.000 |
38.000 |
$110.000 |
LF | 0.0 |
Category Total $1,608,247.27 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0010 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1405 | TRENCHING AND BACKFILLING | 04820 | 370.000 |
370.000 |
$8.090 |
LF | 0.0 |
| 1410 | CABLE-NO. 14/7C | 04845 | 8,905.000 |
8,905.000 |
$1.820 |
LF | 0.0 |
| 1415 | MESSENGER-15400 LB | 04886 | 3,435.000 |
3,435.000 |
$8.590 |
LF | 0.1 |
| 1420 | INSTALL STEEL STRAIN POLE | 04932 | 28.000 |
28.000 |
$1,097.190 |
EACH | 0.1 |
| 1425 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 76.000 |
76.000 |
$657.150 |
EACH | 0.2 |
| 1430 | INSTALL SPAN MOUNTED SIGN | 06472 | 10.000 |
10.000 |
$404.400 |
EACH | 0.0 |
| 1435 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 2.000 |
2.000 |
$379.130 |
EACH | 0.0 |
| 1440 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 65.000 |
65.000 |
$454.950 |
EACH | 0.1 |
| 1445 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 13.000 |
13.000 |
$454.950 |
EACH | 0.0 |
| 1450 | INSTALL COORDINATING UNIT | 20390NS835 | 7.000 |
7.000 |
$505.500 |
EACH | 0.0 |
| 1455 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 2.000 |
2.000 |
$2,527.500 |
EACH | 0.0 |
| 1460 | TRAFFIC SIGNAL POLE BASE | 23157EN | 118.300 |
118.300 |
$758.250 |
CUYD | 0.3 |
| 1465 | INSTALL PEDESTAL POST | 23235EC | 1.000 |
1.000 |
$2,527.500 |
EACH | 0.0 |
| 1470 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 20.000 |
20.000 |
$8.590 |
LF | 0.0 |
| 1475 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 560.000 |
560.000 |
$11.630 |
LF | 0.0 |
| 1480 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 7.000 |
7.000 |
$25,433.720 |
EACH | 0.5 |
| 1485 | REMOVE SIGNAL EQUIPMENT | 24955ED | 7.000 |
7.000 |
$6,571.500 |
EACH | 0.1 |
| 1490 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 26.000 |
26.000 |
$1,516.500 |
EACH | 0.1 |
Category Total $540,632.24 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0011 | CATEGORY Description | WATERLINE - BARBOURVILLE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1495 | W AIR RELEASE VALVE 1 INCH | 14000 | 1.000 |
1.000 |
$1,519.630 |
EACH | 0.0 |
| 1500 | W CAP EXISTING MAIN | 14003 | 4.000 |
4.000 |
$3,056.670 |
EACH | 0.0 |
| 1505 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | 690.000 |
690.000 |
$783.860 |
LF | 1.7 |
| 1510 | W ENCASEMENT STEEL OPEN CUT RANGE 6 | 14017 | 390.000 |
390.000 |
$593.730 |
LF | 0.7 |
| 1515 | W TIE-IN SPECIAL | 14101 | 4.000 |
4.000 |
$6,354.290 |
EACH | 0.1 |
| 1520 | W VALVE SPECIAL | 14124 | 5.000 |
5.000 |
$8,021.830 |
EACH | 0.1 |
| 1525 | W ENCASEMENT SPECIAL -3' WIDE X 6" THICK CONCRETE CAP | 14126 | 25.000 |
25.000 |
$275.000 |
LF | 0.0 |
| 1530 | W PIPE DUCTILE IRON SPECIAL INST - 18 INCH | 14542 | 4,725.000 |
4,725.000 |
$128.000 |
LF | 1.9 |
Category Total $1,463,365.72 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0012 | CATEGORY Description | WATERLINE - CORBIN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1535 | W CAP EXISTING MAIN | 14003 | 5.000 |
5.000 |
$1,994.760 |
EACH | 0.0 |
| 1540 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | 100.000 |
100.000 |
$573.160 |
LF | 0.2 |
| 1545 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | 190.000 |
190.000 |
$638.660 |
LF | 0.4 |
| 1550 | W FIRE HYDRANT ASSEMBLY | 14019 | 1.000 |
1.000 |
$7,944.430 |
EACH | 0.0 |
| 1555 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 3.000 |
3.000 |
$5,501.700 |
EACH | 0.1 |
| 1560 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | 2.000 |
2.000 |
$10,889.000 |
EACH | 0.1 |
| 1565 | W VALVE 08 INCH | 14106 | 1.000 |
1.000 |
$5,070.180 |
EACH | 0.0 |
| 1570 | W PIPE DUCTILE IRON 08 INCH INST | 14524 | 555.000 |
555.000 |
$107.120 |
LF | 0.2 |
| 1575 | W PIPE DUCTILE IRON 12 INCH INST | 14526 | 425.000 |
425.000 |
$125.470 |
LF | 0.2 |
| 1580 | W SPECIAL ITEM INST (12 INCH LINE STOP) | 14636 | 2.000 |
2.000 |
$11,107.020 |
EACH | 0.1 |
| 1585 | W SPECIAL ITEM INST (8 INCH LINE STOP) | 14636 | 3.000 |
3.000 |
$6,752.450 |
EACH | 0.1 |
Category Total $395,180.65 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0013 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1590 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,490,000.000 |
LS | 4.6 |
| 1595 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$450,000.000 |
LS | 1.4 |
Category Total $1,940,000.00 |
| SM- Project | DE063025E2233 | CATEGORY NUMBER | 0014 | CATEGORY Description | WATERLINE - LAUREL CO WATER DISTRICT #2 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1600 | W CAP EXISTING MAIN | 14003 | 2.000 |
2.000 |
$1,603.750 |
EACH | 0.0 |
| 1605 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | 95.000 |
95.000 |
$213.800 |
LF | 0.1 |
| 1610 | W PIPE PVC 06 INCH | 14059 | 130.000 |
130.000 |
$77.320 |
LF | 0.0 |
| 1615 | W PIPE PVC SPECIAL | 14066 | 75.000 |
75.000 |
$95.200 |
LF | 0.0 |
| 1620 | W TIE-IN 06 INCH | 14094 | 2.000 |
2.000 |
$2,330.000 |
EACH | 0.0 |
Category Total $45,370.10 |