|
Item List 000002 |
Date:04/19/2024 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 000002 | Primary Project Number | DE07790091668 |
| Contract Description | *TEST*MOUNTAIN PARKWAY (KY 9009) IN MORGAN, WOLFE & MAgoo | ||
| Primary County | MAGOFFIN | Fed/St Number | NHPP 0061 (072) |
| Vendor ID | 09999 | Vendor Name | JIMJOHNSON123456789123456789123456789 |
| Bid Amount | $ 77,434,013.28 | ||
| SM- Project | DE07790091668 |
| Fed/State Number | NHPP 0061 (065) |
| Project Description | MOUNTAIN PARKWAY (KY 9009) |
| *********** |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING - test test test test |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 33,585.000 |
33,685.000 |
$26.000 |
TON | 1.1 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 416.000 |
416.000 |
$30.000 |
TON | 0.0 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 334.000 |
334.000 |
$90.000 |
TON | 0.0 |
| 0020 | ASPHALT SEAL COAT | 00103 | 40.000 |
42.000 |
$585.000 |
TON | 0.0 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 1,252.000 |
1,252.000 |
$79.500 |
TON | 0.1 |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 23,040.000 |
23,040.000 |
$69.700 |
TON | 2.1 |
| 0035 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 3,817.000 |
3,817.000 |
$79.500 |
TON | 0.4 |
| 0040 | MOBILIZATION FOR MILL & TEXT (MAGOFFIN 10-126.50) | 02676 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,730.000 |
1,730.000 |
$28.000 |
TON | 0.1 |
| 0050 | JPC PAVEMENT-8 IN SHLD | 02081 | 139.000 |
139.000 |
$60.000 |
SQYD | 0.0 |
| 0055 | SAW CUT | 20430ED | 4,751.000 |
4,751.000 |
$2.000 |
LF | 0.0 |
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,363.000 |
1,363.000 |
$75.000 |
TON | 0.1 |
| 0065 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,562.000 |
3,562.000 |
$69.700 |
TON | 0.3 |
| 8000 | 3/8 IN MINUS CRUSHER FINES | 30073 | 0.000 |
0.000 |
$1.000 |
TON | 0.0 |
| 8001 | ASPHALT PLACEMENT WITH MTV | 00338 | 0.000 |
100.000 |
$50.000 |
TON | 0.0 |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8007 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8008 | LOT PAY ADJUSTMENT Revised Density Requirement | 10000NS | 0.000 |
0.000 |
$1.250 |
DOLL | 0.0 |
| 8010 | MESSENGER-10800 LB | 04885 | 0.000 |
0.000 |
$3.500 |
LF | 0.0 |
| 8014 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8015 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8200 | LIME DE07790091668 | 00014 | 0.000 |
0.000 |
$10.000 |
TON | 0.0 |
Category Total $3,367,801.90 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0070 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 1,908.000 |
1,908.000 |
$10.000 |
CUYD | 0.0 |
| 0075 | ISLAND CURB AND GUTTER | 01825 | 62.250 |
62.250 |
$22.000 |
LF | 0.0 |
| 0080 | ISLAND HEADER CURB TYPE 2 | 01891 | 86.500 |
86.500 |
$45.000 |
LF | 0.0 |
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 174.000 |
174.000 |
$7.500 |
EACH | 0.0 |
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 6.000 |
6.000 |
$7.500 |
EACH | 0.0 |
| 0095 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 61.000 |
61.000 |
$10.000 |
EACH | 0.0 |
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | 500.000 |
500.000 |
$5.000 |
LF | 0.0 |
| 0105 | TEMP DITCH | 02159 | 4,944.000 |
4,944.000 |
$1.000 |
LF | 0.0 |
| 0110 | CLEAN TEMP DITCH | 02160 | 2,472.000 |
2,472.000 |
$1.000 |
LF | 0.0 |
| 0115 | ROADWAY EXCAVATION | 02200 | 696,129.000 |
696,129.000 |
$3.700 |
CUYD | 3.3 |
| 0120 | WATER (FOR DUST CONTROL) | 02242 | 1,873.000 |
1,873.000 |
$5.000 |
MGAL | 0.0 |
| 0125 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 11,598.000 |
11,598.000 |
$5.000 |
LF | 0.1 |
| 0130 | REMOVE FENCE | 02265 | 1,505.000 |
1,505.000 |
$2.000 |
LF | 0.0 |
| 0135 | REMOVE & REPLACE FENCE | 02268 | 2,865.000 |
2,865.000 |
$7.200 |
LF | 0.0 |
| 0140 | WATER GATE TYPE 1 | 02347 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 11,865.000 |
11,865.000 |
$14.300 |
LF | 0.2 |
| 0150 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 294.500 |
294.500 |
$24.250 |
LF | 0.0 |
| 0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$35.000 |
EACH | 0.0 |
| 0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$2,400.000 |
EACH | 0.0 |
| 0165 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 10.000 |
10.000 |
$2,100.000 |
EACH | 0.0 |
| 0170 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 0175 | REMOVE GUARDRAIL | 02381 | 10,902.000 |
10,902.000 |
$1.300 |
LF | 0.0 |
| 0180 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0185 | TEMP GUARDRAIL | 02397 | 150.000 |
150.000 |
$5.200 |
LF | 0.0 |
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 18.000 |
18.000 |
$125.000 |
EACH | 0.0 |
| 0195 | WITNESS POST | 02432 | 7.000 |
7.000 |
$75.000 |
EACH | 0.0 |
| 0200 | CHANNEL LINING CLASS IV | 02488 | 7,140.000 |
7,140.000 |
$5.000 |
CUYD | 0.0 |
| 0205 | CLEARING AND GRUBBING (APPROXIMATELY 85.4 ACRES, MAGOFFIN 10-1 | 02545 | 1.000 |
1.000 |
$205,000.000 |
LS | 0.3 |
| 0210 | CONCRETE-CLASS B | 02555 | 349.330 |
349.330 |
$275.000 |
CUYD | 0.1 |
| 0215 | TEMPORARY SIGNS | 02562 | 333.250 |
333.250 |
$10.000 |
SQFT | 0.0 |
| 0220 | FABRIC-GEOTEXTILE TYPE I | 02596 | 506.000 |
506.000 |
$1.250 |
SQYD | 0.0 |
| 0225 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 156,180.000 |
156,180.000 |
$0.800 |
SQYD | 0.2 |
| 0230 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 5,541.000 |
5,541.000 |
$2.000 |
SQYD | 0.0 |
| 0235 | MAINTAIN & CONTROL TRAFFIC (MAGOFFIN 10-126.50) | 02650 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.1 |
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$10,000.000 |
EACH | 0.0 |
| 0245 | SAFELOADING | 02690 | 4.000 |
4.000 |
$275.000 |
CUYD | 0.0 |
| 0250 | SHOULDER RUMBLE STRIPS | 02696 | 38,840.000 |
38,840.000 |
$0.130 |
LF | 0.0 |
| 0255 | TEMP SILT FENCE | 02701 | 4,944.000 |
4,944.000 |
$3.000 |
LF | 0.0 |
| 0260 | SILT TRAP TYPE A | 02703 | 123.000 |
123.000 |
$100.000 |
EACH | 0.0 |
| 0265 | SILT TRAP TYPE B | 02704 | 123.000 |
123.000 |
$125.000 |
EACH | 0.0 |
| 0270 | SILT TRAP TYPE C | 02705 | 123.000 |
123.000 |
$150.000 |
EACH | 0.0 |
| 0275 | CLEAN SILT TRAP TYPE A | 02706 | 123.000 |
123.000 |
$1.000 |
EACH | 0.0 |
| 0280 | CLEAN SILT TRAP TYPE B | 02707 | 123.000 |
123.000 |
$1.000 |
EACH | 0.0 |
| 0285 | CLEAN SILT TRAP TYPE C | 02708 | 123.000 |
123.000 |
$1.000 |
EACH | 0.0 |
| 0290 | STAKING (MAGOFFIN 10-126.50) | 02726 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
| 0295 | REMOVE STRUCTURE (STA. 3351+00, MAGOFFIN 10-126.50) | 02731 | 1.000 |
1.000 |
$86,000.000 |
LS | 0.1 |
| 0300 | ARROW PANEL | 02775 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0305 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$950.000 |
EACH | 0.0 |
| 0310 | CRASH CUSHION TYPE IX | 02929 | 3.000 |
3.000 |
$4,900.000 |
EACH | 0.0 |
| 0315 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 3,708.000 |
3,708.000 |
$20.000 |
LF | 0.1 |
| 0320 | EROSION CONTROL BLANKET | 05950 | 4,630.000 |
4,630.000 |
$1.000 |
SQYD | 0.0 |
| 0325 | TEMP MULCH | 05952 | 398,832.000 |
398,832.000 |
$0.150 |
SQYD | 0.1 |
| 0330 | TEMP SEEDING AND PROTECTION | 05953 | 297,636.000 |
297,636.000 |
$0.160 |
SQYD | 0.1 |
| 0335 | INITIAL FERTILIZER | 05963 | 18.000 |
18.000 |
$600.000 |
TON | 0.0 |
| 0340 | 20-10-10 FERTILIZER | 05964 | 30.800 |
30.800 |
$800.000 |
TON | 0.0 |
| 0345 | SEEDING AND PROTECTION | 05985 | 595,272.000 |
595,272.000 |
$0.310 |
SQYD | 0.2 |
| 0350 | AGRICULTURAL LIMESTONE | 05992 | 369.000 |
369.000 |
$55.000 |
TON | 0.0 |
| 0355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | 32.000 |
32.000 |
$29.000 |
EACH | 0.0 |
| 0360 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 39,152.000 |
39,152.000 |
$0.160 |
LF | 0.0 |
| 0365 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 44,496.000 |
44,496.000 |
$0.160 |
LF | 0.0 |
| 0370 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 192.000 |
192.000 |
$29.000 |
EACH | 0.0 |
| 0375 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 250.000 |
250.000 |
$3.250 |
LF | 0.0 |
| 0380 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 250.000 |
250.000 |
$2.200 |
LF | 0.0 |
| 0385 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 250.000 |
250.000 |
$2.200 |
LF | 0.0 |
| 0390 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 8,396.500 |
8,396.500 |
$1.450 |
SQFT | 0.0 |
| 0395 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | 7.000 |
7.000 |
$2,500.000 |
EACH | 0.0 |
| 0400 | FUEL ADJUSTMENT | 10020NS | 184,046.000 |
184,046.000 |
$1.000 |
DOLL | 0.2 |
| 0405 | ASPHALT ADJUSTMENT | 10030NS | 129,150.000 |
129,150.000 |
$1.000 |
DOLL | 0.2 |
| 0410 | INLAID PAVEMENT MARKER | 24489EC | 306.000 |
306.000 |
$39.000 |
EACH | 0.0 |
| 0415 | OBJECT MARKER TY 3 | 20191ED | 10.000 |
10.000 |
$110.000 |
EACH | 0.0 |
| 0420 | OBJECT MARKER TYPE 1 | 24640ED | 7.000 |
7.000 |
$110.000 |
EACH | 0.0 |
| 0425 | PIPELINE INSPECTION | 24814EC | 1,574.000 |
1,574.000 |
$2.150 |
LF | 0.0 |
| 0430 | MOT TEMPORARY TIE (NO. 2. MAGOFFIN 10-126.50) | 24866ED | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0435 | CLEAN CLEAN (CHANNEL CHANGE) | 24543EC | 1,127.000 |
1,127.000 |
$1.000 |
LF | 0.0 |
| 0440 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (MAGOFFIN 10-126-50) | 01015 | 1.000 |
1.000 |
$8,900.000 |
LS | 0.0 |
| 0445 | JOINT ADHESIVE | 20071EC | 18,875.000 |
18,875.000 |
$0.520 |
LF | 0.0 |
| 0450 | REMOVE STRUCTURE (P504, MAGOFFIN 10-126.50) | 02731 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0455 | REMOVE STRUCTURE (P506, MAGOFFIN 10-126.50) | 02731 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 8011 | GUARDRAIL RADIUS ELEMENTS | 08812 | 0.000 |
0.000 |
$9.780 |
LF | 0.0 |
| 8016 | CRASH CUSHION TYPE IX-A | 02365 | 0.000 |
0.000 |
$-5,707.530 |
EACH | 0.0 |
| 8018 | BARRICADE-TYPE III | 02014 | 0.000 |
0.000 |
$400.000 |
EACH | 0.0 |
| 8019 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 0.000 |
0.000 |
$55.130 |
SQYD | 0.0 |
| 8100 | CHANNEL LINING CLASS II (NAS BRIDGE) | 02483 | 0.000 |
0.000 |
$20.000 |
TON | 0.0 |
| 8101 | NON-PERFORATED PIPE-4 IN (NAS BRIDGE) | 01010 | 0.000 |
0.000 |
$16.000 |
LF | 0.0 |
| 8102 | PERFORATED PIPE-4 IN (NAS BRIDGE) | 01000 | 0.000 |
0.000 |
$22.000 |
LF | 0.0 |
| 8103 | FABRIC-GEOTEXTILE TYPE IV (NAS BRIDGE) | 02599 | 0.000 |
0.000 |
$2.000 |
SQYD | 0.0 |
| 8104 | PERF PIPE HEADWALL TY 4-4 IN (NAS BRIDGE) | 01032 | 0.000 |
0.000 |
$500.000 |
EACH | 0.0 |
| 8105 | S FORCE MAIN TIE-IN 02 INCH INST | 15550 | 0.000 |
0.000 |
$3,103.140 |
EACH | 0.0 |
| 8201 | CONDUIT-1 1/4 IN Planning Loops | 04793 | 0.000 |
0.000 |
$12.600 |
LF | 0.0 |
| 8202 | CONDUIT-2 IN Planning Loops | 04795 | 0.000 |
0.000 |
$13.650 |
LF | 0.0 |
| 8203 | TRENCHING AND BACKFILLING Planning Loops | 04820 | 0.000 |
0.000 |
$4.200 |
LF | 0.0 |
| 8204 | PIEZOELECTRIC SENSOR Planning Loops | 04829 | 0.000 |
0.000 |
$2,047.500 |
EACH | 0.0 |
| 8205 | LOOP WIRE Planning Loops | 04830 | 0.000 |
0.000 |
$0.470 |
LF | 0.0 |
| 8206 | LOOP SAW SLOT AND FILL Planning Loops | 04895 | 0.000 |
0.000 |
$11.550 |
LF | 0.0 |
| 8207 | GALVANIZED STEEL CABINET Planning Loops | 20359NN | 0.000 |
0.000 |
$897.750 |
EACH | 0.0 |
| 8208 | WOOD POST Planning Loops | 20360ES818 | 0.000 |
0.000 |
$404.250 |
EACH | 0.0 |
| 8209 | ELECTRICAL JUNCTION BOX TYPE A Planning Loops | 20391NS835 | 0.000 |
0.000 |
$1,176.000 |
EACH | 0.0 |
| 8210 | MAINTAIN & CONTROL TRAFFIC Planning Loops | 02650 | 0.000 |
0.000 |
$7,500.000 |
LS | 0.0 |
| 8211 | STAKING Planning Loops | 02726 | 0.000 |
0.000 |
$500.000 |
LS | 0.0 |
| 8234 | TEMP BLOW OFF temp blow off | 24478EC | 0.000 |
3.000 |
$555.000 |
EACH | 0.0 |
| 8299 | GUARDRAIL RADIUS ELEMENTS | 08812 | 0.000 |
0.000 |
$4.000 |
LF | 0.0 |
| 8301 | CRUSHED STONE BASE | 00003 | 0.000 |
0.000 |
$999.000 |
TON | 0.0 |
| 8500 | PAVE MARK-PAINT ARROWS purple | 20208NC | 0.000 |
0.000 |
$100.000 |
EACH | 0.0 |
| 8501 | PAVE MARK-PAINT ARROWS pink | 20208NC | 0.000 |
0.000 |
$100.000 |
EACH | 0.0 |
Category Total $4,530,328.06 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0460 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 774.000 |
774.000 |
$30.000 |
TON | 0.0 |
| 0465 | CULVERT PIPE-42 IN | 00469 | 76.000 |
76.000 |
$120.000 |
LF | 0.0 |
| 0470 | STORM SEWER PIPE-18 IN | 00522 | 966.000 |
966.000 |
$61.000 |
LF | 0.1 |
| 0475 | STORM SEWER PIPE-24 IN | 00524 | 325.000 |
325.000 |
$68.000 |
LF | 0.0 |
| 0480 | STORM SEWER PIPE-30 IN | 00526 | 8.000 |
8.000 |
$80.000 |
LF | 0.0 |
| 0485 | STORM SEWER PIPE-36 IN | 00528 | 131.000 |
131.000 |
$85.000 |
LF | 0.0 |
| 0490 | STORM SEWER PIPE-42 IN | 00529 | 65.000 |
65.000 |
$95.000 |
LF | 0.0 |
| 0495 | PERFORATED PIPE-4 IN | 01000 | 1,650.000 |
1,650.000 |
$8.000 |
LF | 0.0 |
| 0500 | PERFORATED PIPE-6 IN | 01001 | 244.000 |
244.000 |
$12.000 |
LF | 0.0 |
| 0505 | PERFORATED PIPE-8 IN | 01002 | 2,650.000 |
2,650.000 |
$15.000 |
LF | 0.1 |
| 0510 | NON-PERFORATED PIPE-4 IN | 01010 | 180.000 |
180.000 |
$10.000 |
LF | 0.0 |
| 0515 | NON-PERFORATED PIPE-6 IN | 01011 | 20.000 |
20.000 |
$14.000 |
LF | 0.0 |
| 0520 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 6.000 |
6.000 |
$400.000 |
EACH | 0.0 |
| 0525 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0530 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 2.000 |
2.000 |
$490.000 |
EACH | 0.0 |
| 0535 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0540 | PIPE CULVERT HEADWALL-18 IN | 01204 | 8.000 |
8.000 |
$925.000 |
EACH | 0.0 |
| 0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | 4.000 |
4.000 |
$1,400.000 |
EACH | 0.0 |
| 0550 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0555 | PIPE CULVERT HEADWALL-42 IN | 01214 | 3.000 |
3.000 |
$3,100.000 |
EACH | 0.0 |
| 0560 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0565 | S & F BOX INLET-OUTLET-24 IN | 01451 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 0570 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.0 |
| 0575 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$1,200.000 |
EACH | 0.0 |
| 0580 | DROP BOX INLET TYPE 2 | 01493 | 6.000 |
6.000 |
$1,400.000 |
EACH | 0.0 |
| 0585 | DROP BOX INLET TYPE 5A | 01502 | 1.000 |
1.000 |
$3,900.000 |
EACH | 0.0 |
| 0590 | DROP BOX INLET TYPE 5B | 01505 | 6.000 |
6.000 |
$3,800.000 |
EACH | 0.0 |
| 0595 | DROP BOX INLET TYPE 5F | 01517 | 3.000 |
3.000 |
$2,400.000 |
EACH | 0.0 |
| 0600 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0605 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0610 | JUNCTION BOX-SPECIAL | 01653 | 5.000 |
5.000 |
$4,500.000 |
EACH | 0.0 |
| 0615 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 0620 | CHANNEL LINING CLASS IA | 02482 | 1,656.000 |
1,656.000 |
$175.000 |
TON | 0.4 |
| 0625 | BORE AND JACK PIPE-18 IN | 23126EN | 90.000 |
90.000 |
$375.000 |
LF | 0.0 |
| 0875 | STORM SEWER PIPE-18 IN (RCP, NO ALT) | 00522 | 28.000 |
28.000 |
$75.000 |
LF | 0.0 |
| 0880 | STORM SEWER PIPE-24 IN (RCP, NO ALT) | 00524 | 23.000 |
23.000 |
$100.000 |
LF | 0.0 |
| 0885 | STORM SEWER PIPE-36 IN (RCP, NO ALT) | 00528 | 14.000 |
14.000 |
$240.000 |
LF | 0.0 |
| 0890 | STORM SEWER PIPE-42 IN (RCP, NO ALT) | 00529 | 31.000 |
31.000 |
$350.000 |
LF | 0.0 |
| 0895 | STORM SEWER PIPE-42 IN (CMP, NO ALT) | 00529 | 4.000 |
4.000 |
$400.000 |
LF | 0.0 |
| 8020 | MANHOLE FRAME AND LID WATER TIGHT | 22532NN | 0.000 |
0.000 |
$435.700 |
EACH | 0.0 |
| 8212 | TEE AND BLOCK-8 X 8 X 4 linux | 22612NN | 0.000 |
0.000 |
$300.000 |
EACH | 0.0 |
Category Total $656,264.00 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - JOHNSON CREEK TRIBUTARY - DWG. 27566 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0630 | CONCRETE-CLASS A | 08100 | 64.000 |
64.000 |
$580.000 |
CUYD | 0.0 |
| 0635 | STEEL REINFORCEMENT | 08150 | 4,140.000 |
4,140.000 |
$0.790 |
LB | 0.0 |
| 0640 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 146.000 |
146.000 |
$20.000 |
CUYD | 0.0 |
| 0645 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$18,000.000 |
LS | 0.0 |
| 0650 | GRANULAR EMBANKMENT | 02223 | 50.000 |
50.000 |
$22.000 |
CUYD | 0.0 |
Category Total $62,410.60 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - TIM BRANCH - DWG. 27567 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0655 | CONCRETE-CLASS A | 08100 | 109.800 |
109.800 |
$495.000 |
CUYD | 0.1 |
| 0660 | STEEL REINFORCEMENT | 08150 | 11,700.000 |
11,700.000 |
$0.790 |
LB | 0.0 |
| 0665 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.0 |
| 0670 | GRANULAR EMBANKMENT | 02223 | 180.000 |
180.000 |
$22.000 |
CUYD | 0.0 |
Category Total $75,054.00 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - PURCELL BRANCH - DWG. 27568 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0675 | CONCRETE-CLASS A | 08100 | 94.400 |
94.400 |
$515.000 |
CUYD | 0.1 |
| 0680 | STEEL REINFORCEMENT | 08150 | 6,890.000 |
6,890.000 |
$0.790 |
LB | 0.0 |
| 0685 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 0690 | GRANULAR EMBANKMENT | 02223 | 150.000 |
150.000 |
$22.000 |
CUYD | 0.0 |
Category Total $67,359.10 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - LONG BRANCH - DWG. 27569 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0695 | CONCRETE-CLASS A | 08100 | 296.000 |
296.000 |
$485.000 |
CUYD | 0.2 |
| 0700 | CONCRETE-CLASS AA | 08104 | 624.000 |
624.000 |
$495.000 |
CUYD | 0.4 |
| 0705 | STEEL REINFORCEMENT | 08150 | 65,533.000 |
65,533.000 |
$0.800 |
LB | 0.1 |
| 0710 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 182,760.000 |
182,760.000 |
$0.940 |
LB | 0.2 |
| 0715 | STRUCTURE EXCAVATION-COMMON | 08001 | 72.000 |
72.000 |
$11.500 |
CUYD | 0.0 |
| 0720 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 590.000 |
590.000 |
$33.000 |
TON | 0.0 |
| 0725 | CYCLOPEAN STONE RIP RAP | 08019 | 2,330.000 |
2,330.000 |
$32.000 |
TON | 0.1 |
| 0730 | STRUCTURE GRANULAR BACKFILL | 02231 | 456.000 |
456.000 |
$41.000 |
CUYD | 0.0 |
| 0735 | PILES-STEEL HP12X53 | 08046 | 1,446.000 |
1,446.000 |
$38.000 |
LF | 0.1 |
| 0740 | PRE-DRILLING FOR PILES | 08039 | 723.000 |
723.000 |
$105.000 |
LF | 0.1 |
| 0745 | PILE POINTS-12 IN 27569 | 08094 | 40.000 |
40.000 |
$95.000 |
EACH | 0.0 |
| 0750 | ARMORED EDGE FOR CONCRETE | 03299 | 186.000 |
186.000 |
$50.000 |
LF | 0.0 |
| 0755 | MASONRY COATING | 02998 | 2,113.000 |
2,113.000 |
$7.500 |
SQYD | 0.0 |
| 0760 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | 42.000 |
42.000 |
$920.000 |
LF | 0.0 |
| 0765 | ROCK SOUNDINGS | 20745ED | 110.000 |
110.000 |
$20.000 |
LF | 0.0 |
| 0770 | ROCK CORINGS | 20746ED | 130.000 |
130.000 |
$55.000 |
LF | 0.0 |
| 0775 | DRILLED SHAFT 60 IN-COMMON | 20744ED | 115.800 |
115.800 |
$1,020.000 |
LF | 0.2 |
| 0780 | TEST PILES | 08033 | 202.000 |
202.000 |
$100.000 |
LF | 0.0 |
| 0785 | RAIL SYSTEM TYPE III | 21532ED | 762.000 |
762.000 |
$90.000 |
LF | 0.1 |
| 0790 | PPC I-BEAM HN 48-49 | 24520EC | 1,489.400 |
1,489.400 |
$305.000 |
LF | 0.6 |
Category Total $1,659,178.30 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0795 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 31.500 |
31.500 |
$15.000 |
SQFT | 0.0 |
| 0800 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 272.250 |
272.250 |
$15.000 |
SQFT | 0.0 |
| 0805 | STEEL POST TYPE 1 | 06410 | 270.000 |
270.000 |
$10.000 |
LF | 0.0 |
| 0810 | STEEL POST TYPE 2 | 06411 | 270.000 |
270.000 |
$10.000 |
LF | 0.0 |
| 0815 | BARCODE SIGN INVENTORY | 24631EC | 22.000 |
22.000 |
$5.000 |
EACH | 0.0 |
Category Total $10,066.25 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0009 | CATEGORY Description | WATERLINE - MAGOFFIN (10-126.50) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0820 | W PIPE PVC 04 INCH | 14058 | 465.000 |
465.000 |
$6.120 |
LF | 0.0 |
| 0825 | W PIPE DCTL IRON RSTRND JOINT 04 IN | 14046 | 260.000 |
260.000 |
$30.000 |
LF | 0.0 |
| 0830 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | 150.000 |
150.000 |
$125.000 |
LF | 0.0 |
| 0835 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | 145.000 |
145.000 |
$55.000 |
LF | 0.0 |
| 0840 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0845 | W FLUSHING ASSEMBLY | 14023 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0850 | W METER 3/4 INCH | 14028 | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 0855 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0860 | W CAP EXISTING MAIN | 14003 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
Category Total $46,870.80 |
| SM- Project | DE07790091668 | CATEGORY NUMBER | 0010 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0865 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$700,000.000 |
LS | 0.9 |
| 0870 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$229,000.000 |
LS | 0.3 |
Category Total $929,000.00 |
| SM- Project | DE08890091668 |
| Fed/State Number | NHPP 0061 (065) |
| Project Description | MOUNTAIN PARKWAY (KY 9009) |
| *********** |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0900 | CRUSHED STONE BASE | 00003 | 16,366.000 |
16,366.000 |
$26.000 |
TON | 0.5 |
| 0905 | ASPHALT SEAL AGGREGATE | 00100 | 118.000 |
118.000 |
$90.000 |
TON | 0.0 |
| 0910 | ASPHALT SEAL COAT | 00103 | 14.000 |
14.000 |
$585.000 |
TON | 0.0 |
| 0915 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 9,913.000 |
9,913.000 |
$69.700 |
TON | 0.9 |
| 0920 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 1,405.000 |
1,405.000 |
$79.500 |
TON | 0.1 |
| 0925 | JPC PAVEMENT-8 IN SHLD | 02081 | 138.000 |
138.000 |
$60.000 |
SQYD | 0.0 |
| 0930 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 502.000 |
502.000 |
$75.000 |
TON | 0.0 |
| 0935 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,204.000 |
1,204.000 |
$69.700 |
TON | 0.1 |
| 8015 | DURABLE WATERBORNE MARKING-4 IN Y Supplimental Description | 24402EC | 0.000 |
0.000 |
$40.000 |
LF | 0.0 |
| 8026 | BENCH | 23404EC | 0.000 |
0.000 |
$100.000 |
EACH | 0.0 |
| 8065 | REMOVE EVERYTHING | 74072N | 0.000 |
0.000 |
$1,000.000 |
LS | 0.0 |
| 8066 | VALUE ENGINEERING | 10121NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8200 | LIME DE08890091668 | 00014 | 0.000 |
0.000 |
$10.000 |
TON | 0.0 |
Category Total $1,376,808.40 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0940 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 1,241.000 |
1,241.000 |
$10.000 |
CUYD | 0.0 |
| 0945 | ISLAND CURB AND GUTTER | 01825 | 67.250 |
67.250 |
$22.000 |
LF | 0.0 |
| 0950 | ISLAND HEADER CURB TYPE 2 | 01891 | 96.250 |
96.250 |
$45.000 |
LF | 0.0 |
| 0955 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 34.000 |
34.000 |
$7.500 |
EACH | 0.0 |
| 0960 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 11.000 |
11.000 |
$7.500 |
EACH | 0.0 |
| 0965 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 14.000 |
14.000 |
$10.000 |
EACH | 0.0 |
| 0970 | RELOCATE TEMP CONC BARRIER | 02003 | 550.000 |
550.000 |
$5.000 |
LF | 0.0 |
| 0975 | REMOVE PAVEMENT | 02091 | 8,724.000 |
8,724.000 |
$2.000 |
SQYD | 0.0 |
| 0980 | TEMP DITCH | 02159 | 1,834.000 |
1,834.000 |
$1.000 |
LF | 0.0 |
| 0985 | CLEAN TEMP DITCH | 02160 | 917.000 |
917.000 |
$1.000 |
LF | 0.0 |
| 0990 | ROADWAY EXCAVATION | 02200 | 1,343,816.000 |
1,343,816.000 |
$3.700 |
CUYD | 6.4 |
| 0995 | WATER | 02242 | 694.000 |
694.000 |
$10.000 |
MGAL | 0.0 |
| 1000 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 4,605.000 |
4,605.000 |
$5.000 |
LF | 0.0 |
| 1005 | REMOVE & REPLACE FENCE | 02268 | 1,929.000 |
1,929.000 |
$7.200 |
LF | 0.0 |
| 1010 | WATER GATE TYPE 1 | 02347 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 1015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,785.000 |
1,785.000 |
$14.300 |
LF | 0.0 |
| 1020 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 255.500 |
255.500 |
$24.250 |
LF | 0.0 |
| 1025 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$35.000 |
EACH | 0.0 |
| 1030 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$2,400.000 |
EACH | 0.0 |
| 1035 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 1040 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 1045 | REMOVE GUARDRAIL | 02381 | 4,738.000 |
4,738.000 |
$1.300 |
LF | 0.0 |
| 1050 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 10.000 |
10.000 |
$125.000 |
EACH | 0.0 |
| 1055 | WITNESS POST | 02432 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 1060 | CHANNEL LINING CLASS IV | 02488 | 2,514.000 |
2,514.000 |
$5.000 |
CUYD | 0.0 |
| 1065 | CLEARING AND GRUBBING (APPROXIMATELY 31.6 ACRES, MORGAN 10-126 | 02545 | 1.000 |
1.000 |
$76,000.000 |
LS | 0.1 |
| 1070 | CONCRETE-CLASS B | 02555 | 43.330 |
43.330 |
$275.000 |
CUYD | 0.0 |
| 1075 | TEMPORARY SIGNS | 02562 | 123.500 |
123.500 |
$10.000 |
SQFT | 0.0 |
| 1080 | FABRIC-GEOTEXTILE TYPE I | 02596 | 566.000 |
566.000 |
$1.250 |
SQYD | 0.0 |
| 1085 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 73,413.000 |
73,413.000 |
$0.800 |
SQYD | 0.1 |
| 1090 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 3,412.000 |
3,412.000 |
$2.000 |
SQYD | 0.0 |
| 1095 | MAINTAIN & CONTROL TRAFFIC (MORGAN 10-126.50) | 02650 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.0 |
| 1100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$10,000.000 |
EACH | 0.0 |
| 1105 | SAFELOADING | 02690 | 6.000 |
6.000 |
$275.000 |
CUYD | 0.0 |
| 1110 | SHOULDER RUMBLE STRIPS | 02696 | 14,464.000 |
14,464.000 |
$0.130 |
LF | 0.0 |
| 1115 | TEMP SILT FENCE | 02701 | 1,834.000 |
1,834.000 |
$3.000 |
LF | 0.0 |
| 1120 | SILT TRAP TYPE A | 02703 | 51.000 |
51.000 |
$100.000 |
EACH | 0.0 |
| 1125 | SILT TRAP TYPE B | 02704 | 51.000 |
51.000 |
$125.000 |
EACH | 0.0 |
| 1130 | SILT TRAP TYPE C | 02705 | 51.000 |
51.000 |
$150.000 |
EACH | 0.0 |
| 1135 | CLEAN SILT TRAP TYPE A | 02706 | 51.000 |
51.000 |
$1.000 |
EACH | 0.0 |
| 1140 | CLEAN SILT TRAP TYPE B | 02707 | 51.000 |
51.000 |
$1.000 |
EACH | 0.0 |
| 1145 | CLEAN SILT TRAP TYPE C | 02708 | 51.000 |
51.000 |
$1.000 |
EACH | 0.0 |
| 1150 | STAKING (MORGAN 10-126.50) | 02726 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.0 |
| 1155 | REMOVE STRUCTURE (STA.3271+01, MORGAN 10-126.50) | 02731 | 1.000 |
1.000 |
$86,000.000 |
LS | 0.1 |
| 1160 | ARROW PANEL | 02775 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 1165 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$950.000 |
EACH | 0.0 |
| 1170 | CRASH CUSHION TYPE IX | 02929 | 1.000 |
1.000 |
$4,900.000 |
EACH | 0.0 |
| 1175 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 782.000 |
782.000 |
$20.000 |
LF | 0.0 |
| 1180 | EROSION CONTROL BLANKET | 05950 | 1,299.000 |
1,299.000 |
$1.000 |
SQYD | 0.0 |
| 1185 | TEMP MULCH | 05952 | 166,096.000 |
166,096.000 |
$0.150 |
SQYD | 0.0 |
| 1190 | TEMP SEEDING AND PROTECTION | 05953 | 123,952.000 |
123,952.000 |
$0.160 |
SQYD | 0.0 |
| 1195 | INITIAL FERTILIZER | 05963 | 8.000 |
8.000 |
$600.000 |
TON | 0.0 |
| 1200 | 20-10-10 FERTILIZER | 05964 | 12.800 |
12.800 |
$800.000 |
TON | 0.0 |
| 1205 | SEEDING AND PROTECTION | 05985 | 247,905.000 |
247,905.000 |
$0.310 |
SQYD | 0.1 |
| 1210 | AGRICULTURAL LIMESTONE | 05992 | 153.700 |
153.700 |
$55.000 |
TON | 0.0 |
| 1215 | FLEXIBLE DELINEATOR POST-B/W | 06403 | 40.000 |
40.000 |
$29.000 |
EACH | 0.0 |
| 1220 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 14,048.000 |
14,048.000 |
$0.160 |
LF | 0.0 |
| 1225 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 16,502.000 |
16,502.000 |
$0.160 |
LF | 0.0 |
| 1230 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 83.000 |
83.000 |
$29.000 |
EACH | 0.0 |
| 1235 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 250.000 |
250.000 |
$3.250 |
LF | 0.0 |
| 1240 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 250.000 |
250.000 |
$2.200 |
LF | 0.0 |
| 1245 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 250.000 |
250.000 |
$2.200 |
LF | 0.0 |
| 1250 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 3,536.500 |
3,536.500 |
$1.450 |
SQFT | 0.0 |
| 1255 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1260 | FUEL ADJUSTMENT | 10020NS | 258,573.000 |
258,573.000 |
$1.000 |
DOLL | 0.3 |
| 1265 | ASPHALT ADJUSTMENT | 10030NS | 50,919.000 |
50,919.000 |
$1.000 |
DOLL | 0.1 |
| 1270 | INLAID PAVEMENT MARKER | 24489EC | 131.000 |
131.000 |
$39.000 |
EACH | 0.0 |
| 1275 | OBJECT MARKER TY 3 | 20191ED | 3.000 |
3.000 |
$110.000 |
EACH | 0.0 |
| 1280 | OBJECT MARKER TYPE 1 | 24640ED | 2.000 |
2.000 |
$110.000 |
EACH | 0.0 |
| 1285 | PIPELINE INSPECTION (PIPELINE VIDEO INSPECTION) | 24814EC | 776.000 |
776.000 |
$2.150 |
LF | 0.0 |
| 1290 | MOT TEMPORARY TIE (NO. 1, MORGAN 10-126.50) | 24866ED | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 1295 | CLEAN CLEAN (CHANNEL CHANGE) | 24543EC | 3,730.000 |
3,730.000 |
$1.000 |
LF | 0.0 |
| 1300 | JOINT ADHESIVE | 20071EC | 7,335.000 |
7,335.000 |
$0.520 |
LF | 0.0 |
| 8020 | GLORY JAPANESE HOLLY | 09452 | 0.000 |
0.000 |
$75.000 |
EACH | 0.0 |
| 8205 | GOLDEN WEEPING WILLOW | 09465 | 0.000 |
0.000 |
$200.000 |
EACH | 0.0 |
| 8222 | PLUG-18 IN | 24476ED | 0.000 |
0.000 |
$120.000 |
EACH | 0.0 |
| 9000 | PLUG-18 IN | 24476ED | 0.000 |
0.000 |
$200.000 |
EACH | 0.0 |
| 9237 | FABRIC-GEOTEXTILE CLASS 1 supplemental description | 40176 | 0.000 |
0.000 |
$0.000 |
SQYD | 0.0 |
Category Total $5,991,362.79 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1305 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 5.000 |
5.000 |
$30.000 |
TON | 0.0 |
| 1310 | STORM SEWER PIPE-18 IN | 00522 | 456.000 |
456.000 |
$61.000 |
LF | 0.0 |
| 1315 | STORM SEWER PIPE-24 IN | 00524 | 254.000 |
254.000 |
$68.000 |
LF | 0.0 |
| 1320 | STORM SEWER PIPE-30 IN | 00526 | 267.000 |
267.000 |
$80.000 |
LF | 0.0 |
| 1325 | PERFORATED PIPE-4 IN | 01000 | 300.000 |
300.000 |
$8.000 |
LF | 0.0 |
| 1330 | PERFORATED PIPE-6 IN | 01001 | 548.000 |
548.000 |
$12.000 |
LF | 0.0 |
| 1335 | NON-PERFORATED PIPE-4 IN | 01010 | 188.000 |
188.000 |
$10.000 |
LF | 0.0 |
| 1340 | NON-PERFORATED PIPE-6 IN | 01011 | 71.000 |
71.000 |
$14.000 |
LF | 0.0 |
| 1345 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 1350 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | 3.000 |
3.000 |
$450.000 |
EACH | 0.0 |
| 1355 | PIPE CULVERT HEADWALL-24 IN | 01208 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 1360 | PIPE CULVERT HEADWALL-30 IN | 01210 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1365 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 1370 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 1375 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 1380 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 1385 | DROP BOX INLET TYPE 2 | 01493 | 2.000 |
2.000 |
$1,400.000 |
EACH | 0.0 |
| 1390 | DROP BOX INLET TYPE 5B | 01505 | 4.000 |
4.000 |
$3,800.000 |
EACH | 0.0 |
| 1395 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 1400 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1405 | CONCRETE-CLASS A | 08100 | 4.220 |
4.220 |
$1,000.000 |
CUYD | 0.0 |
| 1410 | BORE AND JACK PIPE-30 IN | 21800EN | 55.000 |
55.000 |
$500.000 |
LF | 0.0 |
| 8106 | GATE VALVE-18 IN | 24475ED | 0.000 |
10.000 |
$150.000 |
EACH | 0.0 |
Category Total $155,418.00 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - WHEELRIM ROAD & PRATER BRANCH - DWG. 27473 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1415 | CONCRETE-CLASS A | 08100 | 953.500 |
953.500 |
$420.000 |
CUYD | 0.5 |
| 1420 | CONCRETE-CLASS AA | 08104 | 1,208.200 |
1,208.200 |
$535.000 |
CUYD | 0.8 |
| 1425 | STEEL REINFORCEMENT | 08150 | 170,085.000 |
170,085.000 |
$0.840 |
LB | 0.2 |
| 1430 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 350,720.000 |
350,720.000 |
$0.940 |
LB | 0.4 |
| 1435 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 166.000 |
166.000 |
$70.000 |
CUYD | 0.0 |
| 1440 | CYCLOPEAN STONE RIP RAP | 08019 | 3,500.000 |
3,500.000 |
$32.000 |
TON | 0.1 |
| 1445 | STRUCTURE GRANULAR BACKFILL | 02231 | 920.000 |
920.000 |
$41.000 |
CUYD | 0.0 |
| 1450 | PILES-STEEL HP12X53 | 08046 | 1,312.000 |
1,312.000 |
$40.000 |
LF | 0.1 |
| 1455 | TEST PILES | 08033 | 160.000 |
160.000 |
$150.000 |
LF | 0.0 |
| 1460 | PILE POINTS-12 IN | 08094 | 21.000 |
21.000 |
$95.000 |
EACH | 0.0 |
| 1465 | PRECAST PC I BEAM TYPE 4 | 08634 | 3,786.400 |
3,786.400 |
$230.000 |
LF | 1.1 |
| 1470 | RAIL SYSTEM TYPE III | 21532ED | 1,536.000 |
1,536.000 |
$90.000 |
LF | 0.2 |
| 1475 | ARMORED EDGE FOR CONCRETE | 03299 | 197.100 |
197.100 |
$50.000 |
LF | 0.0 |
| 1480 | MASONRY COATING | 02998 | 4,690.000 |
4,690.000 |
$7.500 |
SQYD | 0.0 |
| 1485 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 1,300.000 |
1,300.000 |
$33.000 |
TON | 0.1 |
| 1490 | ROCK SOUNDINGS | 20745ED | 237.000 |
237.000 |
$20.000 |
LF | 0.0 |
| 1495 | ROCK CORINGS | 20746ED | 524.000 |
524.000 |
$55.000 |
LF | 0.0 |
| 1500 | DRILLED SHAFT-72 IN-ROCK | 22885EN | 40.000 |
40.000 |
$1,365.000 |
LF | 0.1 |
| 1505 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | 72.000 |
72.000 |
$1,270.000 |
LF | 0.1 |
| 1510 | DRILLED SHAFT-54 IN-COMMON | 22417EN | 80.000 |
80.000 |
$735.000 |
LF | 0.1 |
| 1515 | DRILLED SHAFT-72 IN COMMON | 23249EC | 182.000 |
182.000 |
$1,560.000 |
LF | 0.4 |
| 1520 | DRILLED SHAFT-ROCK 48 IN | 20637ED | 42.000 |
42.000 |
$612.000 |
LF | 0.0 |
| 1525 | DRILLED SHAFT-78 IN COMMON | 24001EC | 38.000 |
38.000 |
$2,100.000 |
LF | 0.1 |
| 1530 | MECHANICAL REINF COUPLER #14 | 08137 | 72.000 |
72.000 |
$125.000 |
EACH | 0.0 |
| 1535 | CONCRETE-CLASS B | 02555 | 20.500 |
20.500 |
$185.000 |
CUYD | 0.0 |
Category Total $3,496,878.70 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1540 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 6.000 |
6.000 |
$15.000 |
SQFT | 0.0 |
| 1545 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 168.500 |
168.500 |
$15.000 |
SQFT | 0.0 |
| 1550 | STEEL POST TYPE 1 | 06410 | 210.000 |
210.000 |
$10.000 |
LF | 0.0 |
| 1555 | STEEL POST TYPE 2 | 06411 | 210.000 |
210.000 |
$10.000 |
LF | 0.0 |
| 1560 | BARCODE SIGN INVENTORY | 24631EC | 16.000 |
16.000 |
$5.000 |
EACH | 0.0 |
Category Total $6,897.50 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0006 | CATEGORY Description | WATERLINE - MORGAN 10-126.50 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1565 | W PIPE POLYETHYLENE/PLASTIC 06 INCH (DR-9) | 14069 | 560.000 |
560.000 |
$18.000 |
LF | 0.0 |
| 1570 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | 490.000 |
490.000 |
$51.730 |
LF | 0.0 |
| 1575 | W FIRE HYDRANT ASSEMBLY | 14019 | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.0 |
| 1580 | W TIE-IN SPECIAL | 14101 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
Category Total $41,027.70 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1585 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$700,000.000 |
LS | 0.9 |
| 1590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$229,000.000 |
LS | 0.3 |
Category Total $929,000.00 |
| SM- Project | DE08890091668 | CATEGORY NUMBER | 0008 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1595 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | 1,400.000 |
1,400.000 |
$0.100 |
HOUR | 0.0 |
Category Total $140.00 |
| SM- Project | DE08890091669 |
| Fed/State Number | NHPP 0061 (068) |
| Project Description | MOUNTAIN PARKWAY (KY 9009) |
| *********** |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0777 | GATE VALVE-18 IN test supp item less than 8000 | 24475ED | 0.000 |
0.000 |
$50.000 |
EACH | 0.0 |
| 1600 | CRUSHED STONE BASE | 00003 | 57,053.000 |
57,053.000 |
$26.000 |
TON | 1.9 |
| 1605 | ASPHALT SEAL AGGREGATE | 00100 | 1,925.000 |
1,925.000 |
$90.000 |
TON | 0.2 |
| 1610 | ASPHALT SEAL COAT | 00103 | 230.100 |
230.100 |
$585.000 |
TON | 0.2 |
| 1615 | LEVELING & WEDGING PG64-22 | 00190 | 2,213.000 |
2,213.000 |
$79.500 |
TON | 0.2 |
| 1620 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 9,232.000 |
9,232.000 |
$69.700 |
TON | 0.8 |
| 1625 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 45,933.000 |
45,933.000 |
$69.700 |
TON | 4.1 |
| 1630 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 3,310.000 |
3,310.000 |
$75.000 |
TON | 0.3 |
| 1635 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 6,687.000 |
6,687.000 |
$79.500 |
TON | 0.7 |
| 1640 | JPC PAVEMENT-8 IN SHLD | 02081 | 260.000 |
260.000 |
$60.000 |
SQYD | 0.0 |
| 1645 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 991.000 |
991.000 |
$28.000 |
TON | 0.0 |
| 1650 | JOINT ADHESIVE | 20071EC | 67,072.000 |
67,072.000 |
$0.520 |
LF | 0.0 |
| 8107 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 0.000 |
1,000.000 |
$93.000 |
TON | 0.0 |
| 8200 | LIME DE08890091669 | 00014 | 0.000 |
0.000 |
$10.000 |
TON | 0.0 |
Category Total $6,670,262.44 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1655 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 12,200.000 |
12,200.000 |
$10.000 |
CUYD | 0.2 |
| 1660 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 1,648.000 |
1,648.000 |
$30.000 |
TON | 0.1 |
| 1665 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2,220.000 |
2,220.000 |
$30.000 |
TON | 0.1 |
| 1670 | PERFORATED PIPE-4 IN | 01000 | 1,712.000 |
1,712.000 |
$10.000 |
LF | 0.0 |
| 1675 | PERFORATED PIPE-6 IN | 01001 | 310.000 |
310.000 |
$12.000 |
LF | 0.0 |
| 1680 | NON-PERFORATED PIPE-4 IN | 01010 | 439.000 |
439.000 |
$12.000 |
LF | 0.0 |
| 1685 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 8.000 |
8.000 |
$550.000 |
EACH | 0.0 |
| 1690 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 1695 | REMOVE PIPE | 01310 | 243.000 |
243.000 |
$1.000 |
LF | 0.0 |
| 1700 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | 31.000 |
31.000 |
$150.000 |
EACH | 0.0 |
| 1705 | ISLAND CURB AND GUTTER | 01825 | 256.200 |
256.200 |
$22.000 |
LF | 0.0 |
| 1710 | ISLAND INTEGRAL CURB | 01845 | 138.000 |
138.000 |
$35.000 |
LF | 0.0 |
| 1715 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 261.000 |
261.000 |
$7.500 |
EACH | 0.0 |
| 1720 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 28.000 |
28.000 |
$7.500 |
EACH | 0.0 |
| 1725 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 168.000 |
168.000 |
$10.000 |
EACH | 0.0 |
| 1730 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 1735 | REMOVE PAVEMENT | 02091 | 2,335.000 |
2,335.000 |
$2.000 |
SQYD | 0.0 |
| 1740 | TEMP DITCH | 02159 | 8,450.000 |
8,450.000 |
$1.000 |
LF | 0.0 |
| 1745 | CLEAN TEMP DITCH | 02160 | 4,225.000 |
4,225.000 |
$1.000 |
LF | 0.0 |
| 1750 | ROADWAY EXCAVATION | 02200 | 2,735,195.000 |
2,735,195.000 |
$3.700 |
CUYD | 13.1 |
| 1755 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 427.000 |
427.000 |
$11.500 |
CUYD | 0.0 |
| 1760 | GRANULAR EMBANKMENT | 02223 | 1,250.000 |
1,250.000 |
$34.000 |
CUYD | 0.1 |
| 1765 | STRUCTURE GRANULAR BACKFILL | 02231 | 990.000 |
990.000 |
$41.000 |
CUYD | 0.1 |
| 1770 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 19,607.000 |
19,607.000 |
$5.000 |
LF | 0.1 |
| 1775 | REMOVE & REPLACE FENCE | 02268 | 15,651.000 |
15,651.000 |
$7.200 |
LF | 0.1 |
| 1780 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 19,825.000 |
19,825.000 |
$14.300 |
LF | 0.4 |
| 1785 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 825.000 |
825.000 |
$24.250 |
LF | 0.0 |
| 1790 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$35.000 |
EACH | 0.0 |
| 1795 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 23.000 |
23.000 |
$2,400.000 |
EACH | 0.1 |
| 1800 | CRASH CUSHION TYPE IX-A | 02365 | 6.000 |
6.000 |
$4,750.000 |
EACH | 0.0 |
| 1805 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 12.000 |
12.000 |
$2,100.000 |
EACH | 0.0 |
| 1810 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 10.000 |
10.000 |
$600.000 |
EACH | 0.0 |
| 1815 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 1820 | REMOVE GUARDRAIL | 02381 | 20,961.500 |
20,961.500 |
$1.300 |
LF | 0.0 |
| 1825 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 1830 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 11.000 |
11.000 |
$1,900.000 |
EACH | 0.0 |
| 1835 | TEMP GUARDRAIL | 02397 | 925.000 |
925.000 |
$5.200 |
LF | 0.0 |
| 1840 | REMOVE CONCRETE MASONRY | 02403 | 3.200 |
3.200 |
$1,000.000 |
CUYD | 0.0 |
| 1845 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 59.000 |
59.000 |
$125.000 |
EACH | 0.0 |
| 1850 | WITNESS POST | 02432 | 10.000 |
10.000 |
$75.000 |
EACH | 0.0 |
| 1855 | CHANNEL LINING CLASS IV | 02488 | 6,097.000 |
6,097.000 |
$5.000 |
CUYD | 0.0 |
| 1860 | CLEARING AND GRUBBING (APPROXIMATELY 102.50 ACRES, MORGAN 10-1 | 02545 | 1.000 |
1.000 |
$246,000.000 |
LS | 0.3 |
| 1865 | CONCRETE-CLASS B | 02555 | 100.900 |
100.900 |
$275.000 |
CUYD | 0.0 |
| 1870 | TEMPORARY SIGNS | 02562 | 1,270.000 |
1,270.000 |
$10.000 |
SQFT | 0.0 |
| 1875 | OBJECT MARKER TYPE 2 | 02565 | 14.000 |
14.000 |
$110.000 |
EACH | 0.0 |
| 1880 | EDGE KEY | 02585 | 72.000 |
72.000 |
$80.000 |
LF | 0.0 |
| 1885 | FABRIC-GEOTEXTILE TYPE I | 02596 | 7,961.000 |
7,961.000 |
$1.250 |
SQYD | 0.0 |
| 1890 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 131,400.000 |
131,400.000 |
$0.800 |
SQYD | 0.1 |
| 1895 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 9,711.000 |
9,711.000 |
$2.000 |
SQYD | 0.0 |
| 1900 | REMOVE HEADWALL | 02625 | 16.000 |
16.000 |
$150.000 |
EACH | 0.0 |
| 1905 | MAINTAIN & CONTROL TRAFFIC (MORGAN 10-126.60) | 02650 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.1 |
| 1910 | DIVERSIONS (BY-PASS DETOURS) (NO. 1, MORGAN 10-126.60) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 1915 | DIVERSIONS (BY-PASS DETOURS) (NO. 2, MORGAN 10-126.60) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 1920 | CROSSOVER (NO. 1, WEST, MORGAN 10-126.60) | 02655 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 1925 | CROSSOVER (NO. 2, EAST, MORGAN 10-126.60) | 02655 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 1930 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$10,000.000 |
EACH | 0.1 |
| 1935 | MOBILIZATION FOR MILL & TEXT (MORGAN 10-126.60) | 02676 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 1940 | SAFELOADING | 02690 | 101.000 |
101.000 |
$275.000 |
CUYD | 0.0 |
| 1945 | SHOULDER RUMBLE STRIPS | 02696 | 72,474.000 |
72,474.000 |
$0.130 |
LF | 0.0 |
| 1950 | TEMP SILT FENCE | 02701 | 8,450.000 |
8,450.000 |
$3.000 |
LF | 0.0 |
| 1955 | SILT TRAP TYPE B | 02704 | 103.000 |
103.000 |
$125.000 |
EACH | 0.0 |
| 1960 | SILT TRAP TYPE C | 02705 | 103.000 |
103.000 |
$150.000 |
EACH | 0.0 |
| 1965 | CLEAN SILT TRAP TYPE B | 02707 | 103.000 |
103.000 |
$1.000 |
EACH | 0.0 |
| 1970 | CLEAN SILT TRAP TYPE C | 02708 | 103.000 |
103.000 |
$1.000 |
EACH | 0.0 |
| 1975 | STAKING (MORGAN 10-126.60) | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.1 |
| 1980 | REMOVE STRUCTURE (12-FT X 6-FT RCBC - STA. 3098+50, MORGA | 02731 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 1985 | REMOVE STRUCTURE (RCDG BRIDGE - STA. 3135+03, MORGAN 10-1 | 02731 | 1.000 |
1.000 |
$78,000.000 |
LS | 0.1 |
| 1990 | REMOVE STRUCTURE (RCDG BRIDGE - STA. 3224+88,MORGAN 10-12 | 02731 | 1.000 |
1.000 |
$86,000.000 |
LS | 0.1 |
| 1995 | REMOVE STRUCTURE (WAGON BOX - STA. 3072+55,MORGAN 10-126. | 02731 | 1.000 |
1.000 |
$29,000.000 |
LS | 0.0 |
| 2000 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 2005 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$950.000 |
EACH | 0.0 |
| 2010 | RELOCATE CRASH CUSHION (PERM) | 02898 | 1.000 |
1.000 |
$9,000.000 |
EACH | 0.0 |
| 2015 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$4,900.000 |
EACH | 0.0 |
| 2020 | CONC MEDIAN BARRIER TYPE 9C2 | 03145 | 162.000 |
162.000 |
$170.000 |
LF | 0.0 |
| 2025 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 13,280.000 |
13,280.000 |
$20.000 |
LF | 0.3 |
| 2030 | TUBULAR MARKERS | 03225 | 40.000 |
40.000 |
$100.000 |
EACH | 0.0 |
| 2035 | CLEAN PIPE STRUCTURE | 03262 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 2040 | EROSION CONTROL BLANKET | 05950 | 10,493.000 |
10,493.000 |
$1.000 |
SQYD | 0.0 |
| 2045 | TEMP MULCH | 05952 | 248,050.000 |
248,050.000 |
$0.150 |
SQYD | 0.0 |
| 2050 | TEMP SEEDING AND PROTECTION | 05953 | 248,050.000 |
248,050.000 |
$0.160 |
SQYD | 0.1 |
| 2055 | INITIAL FERTILIZER | 05963 | 26.000 |
26.000 |
$600.000 |
TON | 0.0 |
| 2060 | 20-10-10 FERTILIZER | 05964 | 25.700 |
25.700 |
$800.000 |
TON | 0.0 |
| 2065 | SEEDING AND PROTECTION | 05985 | 496,100.000 |
496,100.000 |
$0.310 |
SQYD | 0.2 |
| 2070 | AGRICULTURAL LIMESTONE | 05992 | 308.000 |
308.000 |
$55.000 |
TON | 0.0 |
| 2075 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 270.000 |
270.000 |
$29.000 |
EACH | 0.0 |
| 2080 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | 50.000 |
50.000 |
$29.000 |
EACH | 0.0 |
| 2085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 151,915.000 |
151,915.000 |
$0.160 |
LF | 0.0 |
| 2090 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 11,275.000 |
11,275.000 |
$0.140 |
LF | 0.0 |
| 2095 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 76,525.000 |
76,525.000 |
$0.160 |
LF | 0.0 |
| 2100 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 3,775.000 |
3,775.000 |
$0.420 |
LF | 0.0 |
| 2105 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 6,400.000 |
6,400.000 |
$2.200 |
LF | 0.0 |
| 2110 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 6,400.000 |
6,400.000 |
$2.200 |
LF | 0.0 |
| 2115 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 4,405.000 |
4,405.000 |
$2.750 |
LF | 0.0 |
| 2120 | PAVE MARKING-THERMO CURV ARROW | 06574 | 1.000 |
1.000 |
$125.000 |
EACH | 0.0 |
| 2125 | PAVE MARKING-THERMO MERGE ARROW | 06578 | 15.000 |
15.000 |
$325.000 |
EACH | 0.0 |
| 2130 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 1,855.000 |
1,855.000 |
$4.750 |
EACH | 0.0 |
| 2135 | RETAINING WALL | 08018 | 1,756.500 |
1,756.500 |
$36.500 |
SQFT | 0.1 |
| 2140 | CONCRETE-CLASS A (REVISED: 12-2-16) | 08100 | 11.460 |
11.460 |
$600.000 |
CUYD | 0.0 |
| 2145 | STEEL REINFORCEMENT | 08150 | 392.000 |
392.000 |
$2.000 |
LB | 0.0 |
| 2150 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 10.000 |
10.000 |
$2,500.000 |
EACH | 0.0 |
| 2155 | FUEL ADJUSTMENT | 10020NS | 1,059,988.000 |
1,059,988.000 |
$1.000 |
DOLL | 1.4 |
| 2160 | ASPHALT ADJUSTMENT | 10030NS | 254,757.000 |
254,757.000 |
$1.000 |
DOLL | 0.3 |
| 2165 | TEMPORARY PIPE | 20166ES810 | 44.000 |
44.000 |
$50.000 |
LF | 0.0 |
| 2170 | RELOCATE CONC BARRIER WALL | 20318ES508 | 1,740.000 |
1,740.000 |
$5.000 |
LF | 0.0 |
| 2175 | RELOCATE CONC BARRIER WALL (PERM) | 20318ES508 | 780.000 |
780.000 |
$10.000 |
LF | 0.0 |
| 2180 | LONGITUDINAL EDGE KEY | 21289ED | 5,400.000 |
5,400.000 |
$7.500 |
LF | 0.1 |
| 2185 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 475.000 |
475.000 |
$15.000 |
LF | 0.0 |
| 2190 | WATER BLASTING EXISTING STRIPE | 22664EN | 6,200.000 |
6,200.000 |
$0.750 |
LF | 0.0 |
| 2195 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | 16,400.000 |
16,400.000 |
$1.450 |
SQFT | 0.0 |
| 2200 | INLAID PAVEMENT MARKER | 24489EC | 515.000 |
515.000 |
$39.000 |
EACH | 0.0 |
| 2205 | LONGITUDINAL SAW CUT 8 IN | 24530ED | 5,400.000 |
5,400.000 |
$1.500 |
LF | 0.0 |
| 2210 | PIPELINE INSPECTION | 24814EC | 2,770.000 |
2,770.000 |
$2.150 |
LF | 0.0 |
| 8013 | GUARDRAIL RADIUS ELEMENTS | 08812 | 0.000 |
0.000 |
$9.780 |
LF | 0.0 |
| 8103 | PZ22 SHEET PILING | 23384EC | 0.000 |
0.000 |
$475.000 |
LF | 0.0 |
| 8300 | EXC. & FILL BORE PIT | 24477ED | 0.000 |
0.000 |
$20.000 |
CUYD | 0.0 |
Category Total $14,476,057.82 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2215 | ENTRANCE PIPE-15 IN | 00440 | 60.000 |
60.000 |
$25.000 |
LF | 0.0 |
| 2220 | CULVERT PIPE-18 IN | 00462 | 2,185.000 |
2,185.000 |
$50.000 |
LF | 0.1 |
| 2225 | CULVERT PIPE-18 IN (RCP) | 00462 | 27.000 |
27.000 |
$72.000 |
LF | 0.0 |
| 2230 | CULVERT PIPE-24 IN | 00464 | 1,063.000 |
1,063.000 |
$60.000 |
LF | 0.1 |
| 2235 | CULVERT PIPE-24 IN (RCP) | 00464 | 29.000 |
29.000 |
$98.000 |
LF | 0.0 |
| 2240 | CULVERT PIPE-30 IN | 00466 | 537.000 |
537.000 |
$70.000 |
LF | 0.0 |
| 2245 | CULVERT PIPE-36 IN | 00468 | 102.000 |
102.000 |
$99.000 |
LF | 0.0 |
| 2250 | CULVERT PIPE-36 IN (RCP) | 00468 | 18.000 |
18.000 |
$245.000 |
LF | 0.0 |
| 2255 | CULVERT PIPE-42 IN | 00469 | 314.000 |
314.000 |
$120.000 |
LF | 0.0 |
| 2260 | CULVERT PIPE-42 IN (RCP) | 00469 | 4.000 |
4.000 |
$510.000 |
LF | 0.0 |
| 2265 | CULVERT PIPE-54 IN | 00471 | 254.000 |
254.000 |
$155.000 |
LF | 0.1 |
| 2270 | CULVERT PIPE-54 IN (RCP) | 00471 | 57.000 |
57.000 |
$300.000 |
LF | 0.0 |
| 2275 | CULVERT PIPE-18 IN EQUIV | 00491 | 186.000 |
186.000 |
$58.000 |
LF | 0.0 |
| 2280 | STORM SEWER PIPE-15 IN | 00521 | 709.000 |
709.000 |
$50.000 |
LF | 0.0 |
| 2285 | STORM SEWER PIPE-18 IN | 00522 | 441.000 |
441.000 |
$61.000 |
LF | 0.0 |
| 2290 | STORM SEWER PIPE-24 IN | 00524 | 173.000 |
173.000 |
$68.000 |
LF | 0.0 |
| 2295 | PIPE CULVERT HEADWALL-18 IN | 01204 | 17.000 |
17.000 |
$850.000 |
EACH | 0.0 |
| 2300 | PIPE CULVERT HEADWALL-24 IN | 01208 | 8.000 |
8.000 |
$1,500.000 |
EACH | 0.0 |
| 2305 | PIPE CULVERT HEADWALL-30 IN | 01210 | 3.000 |
3.000 |
$2,600.000 |
EACH | 0.0 |
| 2310 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 2315 | PIPE CULVERT HEADWALL-42 IN | 01214 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.0 |
| 2320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.0 |
| 2325 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 2330 | S & F BOX INLET-OUTLET-18 IN | 01450 | 6.000 |
6.000 |
$2,800.000 |
EACH | 0.0 |
| 2335 | S & F BOX INLET-OUTLET-24 IN | 01451 | 4.000 |
4.000 |
$3,400.000 |
EACH | 0.0 |
| 2340 | S & F BOX INLET-OUTLET-30 IN | 01452 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.0 |
| 2345 | S & F BOX INLET-OUTLET-36 IN | 01453 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 2350 | CURB BOX INLET TYPE B | 01480 | 10.000 |
10.000 |
$3,000.000 |
EACH | 0.0 |
| 2355 | DROP BOX INLET TYPE 1 | 01490 | 15.000 |
15.000 |
$1,200.000 |
EACH | 0.0 |
| 2360 | DROP BOX INLET TYPE 5B | 01505 | 10.000 |
10.000 |
$3,800.000 |
EACH | 0.0 |
| 2365 | DROP BOX INLET TYPE 5F | 01517 | 22.000 |
22.000 |
$2,400.000 |
EACH | 0.1 |
| 2370 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 2375 | JUNCTION BOX-18 IN | 01642 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 2380 | JUNCTION BOX-24 IN | 01643 | 5.000 |
5.000 |
$1,700.000 |
EACH | 0.0 |
| 2385 | JUNCTION BOX-30 IN | 01644 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 2390 | JUNCTION BOX-36 IN | 01645 | 1.000 |
1.000 |
$1,900.000 |
EACH | 0.0 |
| 2395 | JUNCTION BOX-54 IN | 01648 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 2400 | JUNCTION BOX-SPECIAL | 01653 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 2405 | BORE AND JACK PIPE-24 IN | 21799EN | 68.000 |
68.000 |
$400.000 |
LF | 0.0 |
| 2410 | BORE AND JACK PIPE-30 IN | 21800EN | 101.000 |
101.000 |
$500.000 |
LF | 0.1 |
| 2415 | BORE AND JACK PIPE-18 IN | 23126EN | 151.000 |
151.000 |
$375.000 |
LF | 0.1 |
| 2420 | PIPE CULVERT HEADWALL-54 IN | 24026EC | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
Category Total $826,882.00 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - KY 134 CONNECTOR- DWG. 27512 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2425 | STRUCTURE GRANULAR BACKFILL | 02231 | 91.000 |
91.000 |
$41.000 |
CUYD | 0.0 |
| 2430 | MASONRY COATING | 02998 | 920.000 |
920.000 |
$7.500 |
SQYD | 0.0 |
| 2435 | ARMORED EDGE FOR CONCRETE | 03299 | 60.000 |
60.000 |
$50.000 |
LF | 0.0 |
| 2440 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 70.000 |
70.000 |
$70.000 |
CUYD | 0.0 |
| 2445 | REINF CONC SLOPE WALL-6 IN | 08016 | 160.000 |
160.000 |
$140.000 |
SQYD | 0.0 |
| 2450 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 63.000 |
63.000 |
$33.000 |
TON | 0.0 |
| 2455 | PILES-STEEL HP12X53 | 08046 | 140.000 |
140.000 |
$40.000 |
LF | 0.0 |
| 2460 | PILE POINTS-12 IN | 08094 | 4.000 |
4.000 |
$95.000 |
EACH | 0.0 |
| 2465 | CONCRETE-CLASS A | 08100 | 98.100 |
98.100 |
$535.000 |
CUYD | 0.1 |
| 2470 | CONCRETE-CLASS AA | 08104 | 225.600 |
225.600 |
$650.000 |
CUYD | 0.2 |
| 2475 | STEEL REINFORCEMENT | 08150 | 11,346.000 |
11,346.000 |
$0.910 |
LB | 0.0 |
| 2480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 59,460.000 |
59,460.000 |
$0.940 |
LB | 0.1 |
| 2485 | PRECAST PC I BEAM TYPE 4 | 08634 | 844.700 |
844.700 |
$235.000 |
LF | 0.3 |
| 2490 | RAIL SYSTEM TYPE III | 21532ED | 426.000 |
426.000 |
$90.000 |
LF | 0.0 |
Category Total $551,175.26 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - PARKWAY ROAD (CR 1226) - DWG. 27530 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2495 | STRUCTURE GRANULAR BACKFILL | 02231 | 334.000 |
334.000 |
$41.000 |
CUYD | 0.0 |
| 2500 | MASONRY COATING | 02998 | 1,484.000 |
1,484.000 |
$7.500 |
SQYD | 0.0 |
| 2505 | ARMORED EDGE FOR CONCRETE | 03299 | 196.000 |
196.000 |
$50.000 |
LF | 0.0 |
| 2510 | STRUCTURE EXCAVATION-COMMON | 08001 | 348.000 |
348.000 |
$11.500 |
CUYD | 0.0 |
| 2515 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 240.000 |
240.000 |
$20.000 |
CUYD | 0.0 |
| 2520 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 570.000 |
570.000 |
$33.000 |
TON | 0.0 |
| 2525 | PRE-DRILLING FOR PILES | 08039 | 480.000 |
480.000 |
$145.000 |
LF | 0.1 |
| 2530 | PILES-STEEL HP12X53 | 08046 | 552.000 |
552.000 |
$40.000 |
LF | 0.0 |
| 2535 | PILE POINTS-12 IN | 08094 | 24.000 |
24.000 |
$95.000 |
EACH | 0.0 |
| 2540 | CONCRETE-CLASS A | 08100 | 343.800 |
343.800 |
$555.000 |
CUYD | 0.2 |
| 2545 | CONCRETE-CLASS AA | 08104 | 387.400 |
387.400 |
$530.000 |
CUYD | 0.3 |
| 2550 | STEEL REINFORCEMENT | 08150 | 50,836.000 |
50,836.000 |
$0.860 |
LB | 0.1 |
| 2555 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 131,662.000 |
131,662.000 |
$0.940 |
LB | 0.2 |
| 2560 | PRECAST PC BOX BEAM SB17 | 08668 | 1,427.700 |
1,427.700 |
$185.000 |
LF | 0.3 |
| 2565 | RAIL SYSTEM TYPE III | 21532ED | 584.000 |
584.000 |
$90.000 |
LF | 0.1 |
Category Total $1,036,492.74 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - KY 134W (EASTBOUND) - DWG. 27602 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2570 | STRUCTURE GRANULAR BACKFILL | 02231 | 433.000 |
433.000 |
$41.000 |
CUYD | 0.0 |
| 2575 | MASONRY COATING | 02998 | 1,348.000 |
1,348.000 |
$7.500 |
SQYD | 0.0 |
| 2580 | ARMORED EDGE FOR CONCRETE | 03299 | 183.200 |
183.200 |
$50.000 |
LF | 0.0 |
| 2585 | STRUCTURE EXCAVATION-COMMON | 08001 | 608.000 |
608.000 |
$95.000 |
CUYD | 0.1 |
| 2590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 191.000 |
191.000 |
$50.000 |
CUYD | 0.0 |
| 2595 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 393.000 |
393.000 |
$33.000 |
TON | 0.0 |
| 2600 | PILES-STEEL HP12X53 | 08046 | 514.000 |
514.000 |
$60.000 |
LF | 0.0 |
| 2605 | PILE POINTS-12 IN | 08094 | 22.000 |
22.000 |
$95.000 |
EACH | 0.0 |
| 2610 | CONCRETE-CLASS A | 08100 | 356.300 |
356.300 |
$495.000 |
CUYD | 0.2 |
| 2615 | CONCRETE-CLASS AA | 08104 | 500.700 |
500.700 |
$585.000 |
CUYD | 0.4 |
| 2620 | STEEL REINFORCEMENT | 08150 | 51,591.000 |
51,591.000 |
$0.820 |
LB | 0.1 |
| 2625 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 116,084.000 |
116,084.000 |
$0.940 |
LB | 0.1 |
| 2630 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,301.000 |
1,301.000 |
$235.000 |
LF | 0.4 |
| 2635 | RAIL SYSTEM TYPE III | 21532ED | 491.000 |
491.000 |
$90.000 |
LF | 0.1 |
Category Total $1,120,858.58 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - KY 134W (WESTBOUND) - DWG. 27603 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2640 | STRUCTURE GRANULAR BACKFILL | 02231 | 203.000 |
203.000 |
$41.000 |
CUYD | 0.0 |
| 2645 | MASONRY COATING | 02998 | 952.000 |
952.000 |
$7.500 |
SQYD | 0.0 |
| 2650 | ARMORED EDGE FOR CONCRETE | 03299 | 118.000 |
118.000 |
$50.000 |
LF | 0.0 |
| 2655 | STRUCTURE EXCAVATION-COMMON | 08001 | 491.000 |
491.000 |
$20.000 |
CUYD | 0.0 |
| 2660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 44.000 |
44.000 |
$100.000 |
CUYD | 0.0 |
| 2665 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 291.000 |
291.000 |
$33.000 |
TON | 0.0 |
| 2670 | PRE-DRILLING FOR PILES | 08039 | 111.000 |
111.000 |
$170.000 |
LF | 0.0 |
| 2675 | PILES-STEEL HP12X53 | 08046 | 408.000 |
408.000 |
$38.000 |
LF | 0.0 |
| 2680 | PILE POINTS-12 IN | 08094 | 18.000 |
18.000 |
$95.000 |
EACH | 0.0 |
| 2685 | CONCRETE-CLASS A | 08100 | 223.000 |
223.000 |
$625.000 |
CUYD | 0.2 |
| 2690 | CONCRETE-CLASS AA | 08104 | 299.900 |
299.900 |
$665.000 |
CUYD | 0.3 |
| 2695 | STEEL REINFORCEMENT | 08150 | 29,439.000 |
29,439.000 |
$0.840 |
LB | 0.0 |
| 2700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 78,813.000 |
78,813.000 |
$0.940 |
LB | 0.1 |
| 2705 | PRECAST PC I BEAM TYPE 2 | 08632 | 943.200 |
943.200 |
$190.000 |
LF | 0.2 |
| 2710 | RAIL SYSTEM TYPE III | 21532ED | 434.000 |
434.000 |
$90.000 |
LF | 0.1 |
| 8023 | DUCT LINE-4 IN | 24494ED | 0.000 |
0.000 |
$5.000 |
LF | 0.0 |
Category Total $737,159.48 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE - KY 134 EAST- DWG. 27604 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2715 | STRUCTURE GRANULAR BACKFILL | 02231 | 753.000 |
753.000 |
$41.000 |
CUYD | 0.0 |
| 2720 | MASONRY COATING | 02998 | 1,896.000 |
1,946.000 |
$7.500 |
SQYD | 0.0 |
| 2725 | ARMORED EDGE FOR CONCRETE | 03299 | 161.200 |
161.200 |
$50.000 |
LF | 0.0 |
| 2730 | STRUCTURE EXCAVATION-COMMON | 08001 | 454.000 |
454.000 |
$20.000 |
CUYD | 0.0 |
| 2735 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 58.000 |
58.000 |
$100.000 |
CUYD | 0.0 |
| 2740 | CYCLOPEAN STONE RIP RAP | 08019 | 372.000 |
372.000 |
$32.000 |
TON | 0.0 |
| 2745 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 581.000 |
581.000 |
$33.000 |
TON | 0.0 |
| 2750 | PRE-DRILLING FOR PILES | 08039 | 315.000 |
315.000 |
$155.000 |
LF | 0.1 |
| 2755 | PILES-STEEL HP12X53 | 08046 | 963.000 |
963.000 |
$38.000 |
LF | 0.0 |
| 2760 | PILE POINTS-12 IN | 08094 | 36.000 |
36.000 |
$95.000 |
EACH | 0.0 |
| 2765 | CONCRETE-CLASS A | 08100 | 316.400 |
316.400 |
$515.000 |
CUYD | 0.2 |
| 2770 | CONCRETE-CLASS AA | 08104 | 574.200 |
574.200 |
$590.000 |
CUYD | 0.4 |
| 2775 | STEEL REINFORCEMENT | 08150 | 34,958.000 |
34,958.000 |
$0.830 |
LB | 0.0 |
| 2780 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 147,610.000 |
147,610.000 |
$0.940 |
LB | 0.2 |
| 2785 | PRECAST PC I BEAM TYPE 4 | 08634 | 2,008.100 |
2,008.100 |
$230.000 |
LF | 0.6 |
| 2790 | RAIL SYSTEM TYPE III | 21532ED | 812.000 |
812.000 |
$90.000 |
LF | 0.1 |
Category Total $1,392,384.54 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE - CULVERT #1 -STA. 3111+46.70 - DWG. 27509 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2795 | GRANULAR EMBANKMENT | 02223 | 45.000 |
45.000 |
$22.000 |
CUYD | 0.0 |
| 2800 | REMOVE CONCRETE MASONRY | 02403 | 8.500 |
8.500 |
$150.000 |
CUYD | 0.0 |
| 2805 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 6.000 |
6.000 |
$100.000 |
CUYD | 0.0 |
| 2810 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 2815 | CONCRETE-CLASS A | 08100 | 129.700 |
129.700 |
$540.000 |
CUYD | 0.1 |
| 2820 | STEEL REINFORCEMENT | 08150 | 10,149.000 |
10,149.000 |
$0.790 |
LB | 0.0 |
Category Total $85,420.71 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0010 | CATEGORY Description | BRIDGE - CULVERT #2 - STA.3133+16.85 - DWG. 27510 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2825 | GRANULAR EMBANKMENT | 02223 | 91.000 |
91.000 |
$22.000 |
CUYD | 0.0 |
| 2830 | REMOVE CONCRETE MASONRY | 02403 | 44.300 |
44.300 |
$150.000 |
CUYD | 0.0 |
| 2835 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$22,500.000 |
LS | 0.0 |
| 2840 | CONCRETE-CLASS A | 08100 | 235.400 |
235.400 |
$495.000 |
CUYD | 0.2 |
| 2845 | STEEL REINFORCEMENT | 08150 | 29,450.000 |
29,450.000 |
$0.790 |
LB | 0.0 |
Category Total $170,935.50 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE - CULVERT #3 - STA. 47+00 - DWG. 27511 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2850 | GRANULAR EMBANKMENT | 02223 | 19.000 |
19.000 |
$22.000 |
CUYD | 0.0 |
| 2855 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 83.000 |
83.000 |
$70.000 |
CUYD | 0.0 |
| 2860 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.0 |
| 2865 | CONCRETE-CLASS A | 08100 | 204.300 |
204.300 |
$465.000 |
CUYD | 0.1 |
| 2870 | STEEL REINFORCEMENT | 08150 | 18,185.000 |
18,185.000 |
$0.790 |
LB | 0.0 |
Category Total $123,093.65 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0012 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2875 | GMSS GALV STEEL TYPE A | 06400 | 3,714.000 |
3,714.000 |
$3.950 |
LB | 0.0 |
| 2880 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,202.000 |
1,202.000 |
$19.000 |
SQFT | 0.0 |
| 2885 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 115.000 |
115.000 |
$15.000 |
SQFT | 0.0 |
| 2890 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 664.000 |
664.000 |
$15.000 |
SQFT | 0.0 |
| 2895 | STEEL POST TYPE 1 | 06410 | 2,133.000 |
2,133.000 |
$10.000 |
LF | 0.0 |
| 2900 | STEEL POST MILE MARKERS | 06412 | 6.000 |
6.000 |
$135.000 |
EACH | 0.0 |
| 2905 | GMSS GALV STEEL TYPE C | 06441 | 4,593.000 |
4,593.000 |
$6.000 |
LB | 0.0 |
| 2910 | REMOVE SIGN SUPPORT BEAM | 06451 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 2915 | CLASS A CONCRETE FOR SIGNS | 06490 | 25.000 |
25.000 |
$500.000 |
CUYD | 0.0 |
| 2920 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 1,038.000 |
1,038.000 |
$1.500 |
LB | 0.0 |
| 2925 | ROADWAY CROSS SECTION | 20419ND | 10.000 |
10.000 |
$50.000 |
EACH | 0.0 |
| 2930 | REMOVE SIGN | 21373ND | 3.000 |
3.000 |
$250.000 |
EACH | 0.0 |
| 2935 | GMSS TYPE D | 21596ND | 4.000 |
4.000 |
$375.000 |
EACH | 0.0 |
| 2940 | BARCODE SIGN INVENTORY | 24631EC | 91.000 |
91.000 |
$5.000 |
EACH | 0.0 |
Category Total $117,353.30 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0013 | CATEGORY Description | WATERLINE - MORGAN 10-126.60 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2945 | W DIRECTIONAL BORE (12 IN HDPE CASING PIPE) | 14004 | 600.000 |
600.000 |
$140.000 |
LF | 0.1 |
| 2950 | W DIRECTIONAL BORE (CREEK CROSSING) | 14004 | 240.000 |
240.000 |
$85.000 |
LF | 0.0 |
| 2955 | W ENCASEMENT STEEL BORED RANGE 3 (10 IN CASING PIPE) | 14008 | 50.000 |
50.000 |
$125.000 |
LF | 0.0 |
| 2960 | W FIRE HYDRANT ASSEMBLY (3 NOZZLE BLOWOFF) | 14019 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.0 |
| 2965 | W PIPE PVC 06 INCH (SDR - 17) | 14059 | 1,395.000 |
1,395.000 |
$9.290 |
LF | 0.0 |
| 2970 | W PIPE POLYETHYLENE/PLASTIC 06 INCH (HDPE DR-9) | 14069 | 620.000 |
620.000 |
$18.700 |
LF | 0.0 |
| 2975 | W TIE-IN SPECIAL (CONNECTION TO EXISTING WATER LINE - ALL | 14101 | 4.000 |
4.000 |
$2,900.000 |
EACH | 0.0 |
Category Total $153,203.55 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0014 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2980 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$700,000.000 |
LS | 0.9 |
| 2985 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$229,000.000 |
LS | 0.3 |
Category Total $929,000.00 |
| SM- Project | DE08890091669 | CATEGORY NUMBER | 0015 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2990 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER (REVISED: 12-2-16) | 02742 | 1,400.000 |
1,400.000 |
$0.100 |
HOUR | 0.0 |
| 2995 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | 1,400.000 |
1,400.000 |
$0.100 |
HOUR | 0.0 |
Category Total $280.00 |
| SM- Project | DE08890091670 |
| Fed/State Number | NHPP 0061 (067) |
| Project Description | MOUNTAIN PARKWAY (KY 9009) |
| *********** |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3445 | GMSS GALV STEEL TYPE C | 06441 | 3,065.700 |
3,065.700 |
$6.000 |
LB | 0.0 |
| 3450 | SBM ALUMINUM PANEL SIGNS | 06405 | 460.000 |
460.000 |
$19.000 |
SQFT | 0.0 |
| 3455 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 80.000 |
80.000 |
$15.000 |
SQFT | 0.0 |
| 3460 | MILE MARKER | 30012 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 3465 | CLASS A CONCRETE FOR SIGNS | 06490 | 10.190 |
10.190 |
$500.000 |
CUYD | 0.0 |
| 3470 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 440.000 |
440.000 |
$1.500 |
LB | 0.0 |
| 3475 | STEEL POST TYPE 1 | 06410 | 112.000 |
112.000 |
$10.000 |
LF | 0.0 |
| 3480 | GMSS TYPE D | 21596ND | 8.000 |
8.000 |
$375.000 |
EACH | 0.0 |
| 3485 | STEEL POST MILE MARKERS | 06412 | 4.000 |
4.000 |
$135.000 |
EACH | 0.0 |
| 3490 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 133.000 |
133.000 |
$29.000 |
EACH | 0.0 |
| 3495 | BARCODE SIGN INVENTORY | 24631EC | 12.000 |
12.000 |
$5.000 |
EACH | 0.0 |
| 3500 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 36,526.000 |
36,526.000 |
$0.160 |
LF | 0.0 |
| 3505 | INLAID PAVEMENT MARKER | 24489EC | 204.000 |
204.000 |
$39.500 |
EACH | 0.0 |
Category Total $57,168.36 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0007 | CATEGORY Description | WATERLINE - MORGAN 10-126.70 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3510 | W PIPE PVC 06 INCH SDR - 17 | 14059 | 2,640.000 |
2,640.000 |
$9.290 |
LF | 0.0 |
| 3515 | W PIPE DUCTILE IRON 06 INCH | 14036 | 400.000 |
400.000 |
$24.000 |
LF | 0.0 |
| 3520 | W PIPE PVC 03 INCH SDR - 17 | 14057 | 2,930.000 |
2,930.000 |
$4.480 |
LF | 0.0 |
| 3525 | W PIPE POLYETHYLENE/PLASTIC 03 INCH HDPE DR 9 | 14067 | 440.000 |
440.000 |
$6.500 |
LF | 0.0 |
| 3530 | W ENCASEMENT STEEL BORED RANGE 3 10 IN STEEL | 14008 | 95.000 |
95.000 |
$120.000 |
LF | 0.0 |
| 3535 | W ENCASEMENT STEEL OPEN CUT RANGE 3 10 IN STEEL | 14014 | 20.000 |
20.000 |
$60.000 |
LF | 0.0 |
| 3540 | W DIRECTIONAL BORE 8 IN HDPE CASING PIPE | 14004 | 325.000 |
325.000 |
$119.000 |
LF | 0.0 |
| 3545 | W ENCASEMENT STEEL OPEN CUT RANGE 2 8 IN STEEL | 14013 | 310.000 |
310.000 |
$55.000 |
LF | 0.0 |
| 3550 | W DIRECTIONAL BORE CREEK CROSSING | 14004 | 40.000 |
40.000 |
$120.000 |
LF | 0.0 |
| 3555 | W FIRE HYDRANT ASSEMBLY 3 INCH NOZZLE BLOWOFF | 14019 | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.0 |
| 3560 | W FLUSHING ASSEMBLY 3 INCH BLOWOFF | 14023 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 3565 | W CAP EXISTING MAIN 3 IN CUT AND CAP | 14003 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 3570 | W METER ADJUST RECONNECT TO EXIST SERVICE | 14029 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 3575 | ASPHALT PAVING REPLACEMENT 140 LF | 21233ED | 140.000 |
140.000 |
$20.000 |
LF | 0.0 |
| 3580 | GRAVEL REPLACEMENT DRIVEWAYS 40 LF | 24441EC | 40.000 |
40.000 |
$15.000 |
LF | 0.0 |
| 3585 | W TIE-IN SPECIAL VARIOUS TYPES | 14101 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 3605 | W SERV PE/PLST SHORT SIDE 3/4 IN INST (APPROXIMATELY 150 LF) | 14571 | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 3610 | W METER 3/4 INCH | 14028 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 3615 | W METER SPECIAL (SALVAGE) | 14131 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 8021 | TEMP BLOW OFF Supplemental | 24478EC | 0.000 |
20.000 |
$115.000 |
EACH | 0.0 |
| 8022 | TEE AND BLOCK-8 X 8 X 4 | 22612NN | 0.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 8104 | W PRESSURE REDUCING VALVE 08 INCH INST | 14618 | 0.000 |
0.000 |
$432.000 |
EACH | 0.0 |
Category Total $141,037.00 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0008 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3590 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$700,000.000 |
LS | 0.9 |
| 3595 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$229,000.000 |
LS | 0.3 |
Category Total $929,000.00 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0009 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3620 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | 1,400.000 |
1,400.000 |
$0.100 |
HOUR | 0.0 |
Category Total $140.00 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE- CULVERT - DWG. 27086 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3415 | CONCRETE-CLASS A | 08100 | 207.000 |
207.000 |
$460.000 |
CUYD | 0.1 |
| 3420 | STEEL REINFORCEMENT | 08150 | 12,349.000 |
12,349.000 |
$0.790 |
LB | 0.0 |
| 3425 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 6.000 |
6.000 |
$100.000 |
CUYD | 0.0 |
| 3430 | FOUNDATION PREPARATION MORGAN | 08003 | 1.000 |
1.000 |
$9,000.000 |
LS | 0.0 |
| 3435 | REMOVE CONCRETE MASONRY | 02403 | 3.000 |
3.000 |
$150.000 |
CUYD | 0.0 |
| 3440 | GRANULAR EMBANKMENT | 02223 | 149.000 |
149.000 |
$22.000 |
CUYD | 0.0 |
Category Total $118,303.71 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0004 | CATEGORY Description | ROADWAY - MOT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3380 | TEMPORARY SIGNS | 02562 | 178.000 |
178.000 |
$10.000 |
SQFT | 0.0 |
| 3385 | MAINTAIN & CONTROL TRAFFIC (MORGAN 126.70) | 02650 | 1.000 |
1.000 |
$26,240.000 |
LS | 0.0 |
| 3390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.0 |
| 3395 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 6,160.000 |
6,160.000 |
$20.000 |
LF | 0.2 |
| 3400 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 37,056.000 |
37,056.000 |
$0.160 |
LF | 0.0 |
| 3405 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | 6.000 |
6.000 |
$2,500.000 |
EACH | 0.0 |
| 3410 | CROSSOVER (TEMP ALTERNATE EAST END TIE-IN, MORGAN | 02655 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
Category Total $182,149.96 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3000 | CRUSHED STONE BASE | 00003 | 28,889.000 |
28,889.000 |
$26.000 |
TON | 1.0 |
| 3005 | LEVELING & WEDGING PG64-22 | 00190 | 5,478.000 |
5,478.000 |
$79.500 |
TON | 0.6 |
| 3010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 4,427.000 |
4,427.000 |
$69.700 |
TON | 0.4 |
| 3015 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 18,688.000 |
18,688.000 |
$69.700 |
TON | 1.7 |
| 3020 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 1,652.000 |
1,652.000 |
$75.000 |
TON | 0.2 |
| 3025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 3,457.000 |
3,457.000 |
$79.500 |
TON | 0.4 |
| 3030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 596.000 |
596.000 |
$28.000 |
TON | 0.0 |
| 3035 | ASPHALT SEAL AGGREGATE | 00100 | 352.800 |
352.800 |
$90.000 |
TON | 0.0 |
| 3040 | ASPHALT SEAL COAT | 00103 | 42.300 |
42.300 |
$585.000 |
TON | 0.0 |
| 3045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 125.000 |
125.000 |
$30.000 |
TON | 0.0 |
| 3600 | MOBILIZATION FOR MILL & TEXT (MORGAN 10-126.70) | 02676 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
Category Total $3,276,397.50 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3050 | PERFORATED PIPE-8 IN | 01002 | 250.000 |
250.000 |
$20.000 |
LF | 0.0 |
| 3055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 76.000 |
76.000 |
$7.500 |
EACH | 0.0 |
| 3060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 5.000 |
5.000 |
$7.500 |
EACH | 0.0 |
| 3065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 18.000 |
18.000 |
$8.000 |
EACH | 0.0 |
| 3070 | TEMP DITCH | 02159 | 5,719.000 |
5,719.000 |
$1.000 |
LF | 0.0 |
| 3075 | CLEAN TEMP DITCH | 02160 | 2,860.000 |
2,860.000 |
$1.000 |
LF | 0.0 |
| 3080 | ROADWAY EXCAVATION | 02200 | 593,249.000 |
593,249.000 |
$3.700 |
CUYD | 2.8 |
| 3085 | WATER (FOR DUST CONTROL) | 02242 | 2,166.000 |
2,166.000 |
$5.000 |
MGAL | 0.0 |
| 3090 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 16,259.000 |
16,259.000 |
$5.000 |
LF | 0.1 |
| 3095 | REMOVE FENCE | 02265 | 8,060.000 |
8,060.000 |
$2.000 |
LF | 0.0 |
| 3100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 5,050.000 |
5,050.000 |
$14.300 |
LF | 0.1 |
| 3105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$35.000 |
EACH | 0.0 |
| 3110 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 8.000 |
8.000 |
$1,100.000 |
EACH | 0.0 |
| 3115 | REMOVE GUARDRAIL | 02381 | 4,929.500 |
4,929.500 |
$1.300 |
LF | 0.0 |
| 3120 | EXTRA LENGTH GUARDRAIL POST | 02399 | 688.000 |
688.000 |
$48.000 |
EACH | 0.0 |
| 3125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 18.000 |
18.000 |
$125.000 |
EACH | 0.0 |
| 3130 | WITNESS POST | 02432 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 3135 | CHANNEL LINING CLASS IV | 02488 | 1,857.000 |
1,857.000 |
$5.000 |
CUYD | 0.0 |
| 3140 | CLEARING AND GRUBBING (APPROXIMATELY 68 ACRES, MORGAN 126.70) | 02545 | 1.000 |
1.000 |
$164,000.000 |
LS | 0.2 |
| 3145 | EDGE KEY | 02585 | 18.000 |
18.000 |
$80.000 |
LF | 0.0 |
| 3150 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 104,538.000 |
104,538.000 |
$0.800 |
SQYD | 0.1 |
| 3155 | RETAINING WALL-GABION | 02610 | 49.000 |
49.000 |
$350.000 |
CUYD | 0.0 |
| 3160 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 4,635.000 |
4,635.000 |
$2.000 |
SQYD | 0.0 |
| 3165 | SAFELOADING | 02690 | 24.800 |
24.800 |
$275.000 |
CUYD | 0.0 |
| 3170 | SHOULDER RUMBLE STRIPS | 02696 | 34,268.000 |
34,268.000 |
$0.130 |
LF | 0.0 |
| 3175 | TEMP SILT FENCE | 02701 | 5,719.000 |
5,719.000 |
$3.000 |
LF | 0.0 |
| 3180 | SILT TRAP TYPE A | 02703 | 71.000 |
71.000 |
$100.000 |
EACH | 0.0 |
| 3185 | SILT TRAP TYPE B | 02704 | 71.000 |
71.000 |
$125.000 |
EACH | 0.0 |
| 3190 | SILT TRAP TYPE C | 02705 | 71.000 |
71.000 |
$150.000 |
EACH | 0.0 |
| 3195 | CLEAN SILT TRAP TYPE A | 02706 | 71.000 |
71.000 |
$1.000 |
EACH | 0.0 |
| 3200 | CLEAN SILT TRAP TYPE B | 02707 | 71.000 |
71.000 |
$1.000 |
EACH | 0.0 |
| 3205 | CLEAN SILT TRAP TYPE C | 02708 | 71.000 |
71.000 |
$1.000 |
EACH | 0.0 |
| 3210 | STAKING (MORGAN 126.70) | 02726 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 3215 | EROSION CONTROL BLANKET | 05950 | 20,332.000 |
20,332.000 |
$1.000 |
SQYD | 0.0 |
| 3220 | TEMP MULCH | 05952 | 224,364.000 |
224,364.000 |
$0.150 |
SQYD | 0.0 |
| 3225 | TEMP SEEDING AND PROTECTION | 05953 | 168,274.000 |
168,274.000 |
$0.160 |
SQYD | 0.0 |
| 3230 | INITIAL FERTILIZER | 05963 | 5.800 |
5.800 |
$600.000 |
TON | 0.0 |
| 3235 | 20-10-10 FERTILIZER | 05964 | 9.700 |
9.700 |
$800.000 |
TON | 0.0 |
| 3240 | SEEDING AND PROTECTION | 05985 | 241,904.000 |
241,904.000 |
$0.310 |
SQYD | 0.1 |
| 3245 | AGRICULTURAL LIMESTONE | 05992 | 116.900 |
116.900 |
$55.000 |
TON | 0.0 |
| 3250 | FUEL ADJUSTMENT | 10020NS | 165,453.000 |
165,453.000 |
$1.000 |
DOLL | 0.2 |
| 3255 | ASPHALT ADJUSTMENT | 10030NS | 131,761.000 |
131,761.000 |
$1.000 |
DOLL | 0.2 |
| 3260 | LONGITUDINAL EDGE KEY | 21289ED | 1,978.000 |
1,978.000 |
$7.500 |
LF | 0.0 |
| 3265 | PIPELINE INSPECTION | 24814EC | 1,843.000 |
1,843.000 |
$2.150 |
LF | 0.0 |
| 3625 | REMOVE STRUCTURE PARCEL 26(WELL HOUSE) | 02731 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 3630 | PLUG WATER WELL | 02475 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 8013 | GUARDRAIL RADIUS ELEMENTS | 08812 | 0.000 |
0.000 |
$9.780 |
LF | 0.0 |
Category Total $3,294,681.02 |
| SM- Project | DE08890091670 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3270 | ENTRANCE PIPE-18 IN | 00441 | 35.000 |
35.000 |
$32.000 |
LF | 0.0 |
| 3275 | CULVERT PIPE-36 IN | 00468 | 633.000 |
633.000 |
$99.000 |
LF | 0.1 |
| 3280 | CULVERT PIPE-48 IN | 00470 | 87.000 |
87.000 |
$158.000 |
LF | 0.0 |
| 3285 | STORM SEWER PIPE-18 IN | 00522 | 467.000 |
467.000 |
$61.000 |
LF | 0.0 |
| 3290 | STORM SEWER PIPE-24 IN | 00524 | 167.000 |
167.000 |
$68.000 |
LF | 0.0 |
| 3295 | STORM SEWER PIPE-30 IN | 00526 | 547.000 |
547.000 |
$80.000 |
LF | 0.1 |
| 3300 | PIPE CULVERT HEADWALL-18 IN | 01204 | 5.000 |
5.000 |
$900.000 |
EACH | 0.0 |
| 3305 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$1,400.000 |
EACH | 0.0 |
| 3310 | PIPE CULVERT HEADWALL-30 IN | 01210 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 3315 | PIPE CULVERT HEADWALL-36 IN | 01212 | 9.000 |
9.000 |
$2,800.000 |
EACH | 0.0 |
| 3320 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
2.000 |
$3,600.000 |
EACH | 0.0 |
| 3325 | S & F BOX INLET-OUTLET-18 IN | 01450 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.0 |
| 3330 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 3335 | DROP BOX INLET TYPE 2 | 01493 | 4.000 |
4.000 |
$1,400.000 |
EACH | 0.0 |
| 3340 | DROP BOX INLET TYPE 5B | 01505 | 6.000 |
6.000 |
$3,800.000 |
EACH | 0.0 |
| 3345 | NON-PERFORATED PIPE-4 IN | 01010 | 575.000 |
575.000 |
$10.000 |
LF | 0.0 |
| 3350 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$490.000 |
EACH | 0.0 |
| 3355 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 30.000 |
30.000 |
$30.000 |
TON | 0.0 |
| 3360 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 22.000 |
22.000 |
$475.000 |
EACH | 0.0 |
| 3365 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 7.000 |
7.000 |
$400.000 |
EACH | 0.0 |
| 3370 | PERFORATED PIPE-4 IN | 01000 | 2,663.000 |
2,663.000 |
$8.000 |
LF | 0.0 |
| 3375 | DROP BOX INLET TYPE 5B MOD | 01506 | 1.000 |
1.000 |
$5,200.000 |
EACH | 0.0 |
Category Total $294,430.00 |
| SM- Project | DE11990091668 |
| Fed/State Number | NHPP 0061 (067) |
| Project Description | MOUNTAIN PARKWAY (KY 9009) |
| *********** |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3635 | CRUSHED STONE BASE | 00003 | 47,261.000 |
47,261.000 |
$26.000 |
TON | 1.6 |
| 3640 | LEVELING & WEDGING PG64-22 | 00190 | 2,274.000 |
2,274.000 |
$79.500 |
TON | 0.2 |
| 3645 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,982.000 |
3,982.000 |
$69.700 |
TON | 0.4 |
| 3650 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 30,124.000 |
30,124.000 |
$69.700 |
TON | 2.7 |
| 3655 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 1,488.000 |
1,488.000 |
$75.000 |
TON | 0.1 |
| 3660 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 4,556.000 |
4,556.000 |
$79.500 |
TON | 0.5 |
| 3665 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,079.000 |
1,079.000 |
$28.000 |
TON | 0.0 |
| 3670 | ASPHALT SEAL AGGREGATE | 00100 | 371.300 |
371.300 |
$90.000 |
TON | 0.0 |
| 3675 | ASPHALT SEAL COAT | 00103 | 44.500 |
44.500 |
$585.000 |
TON | 0.0 |
| 3680 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 125.000 |
125.000 |
$30.000 |
TON | 0.0 |
| 5025 | MOBILIZATION FOR MILL & TEXT (WOLFE 10-126.70) | 02676 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
Category Total $4,356,970.70 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3685 | PERFORATED PIPE-8 IN | 01002 | 250.000 |
250.000 |
$20.000 |
LF | 0.0 |
| 3690 | ISLAND CURB AND GUTTER | 01825 | 757.000 |
757.000 |
$22.000 |
LF | 0.0 |
| 3695 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 221.000 |
221.000 |
$7.500 |
EACH | 0.0 |
| 3700 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 77.000 |
77.000 |
$7.500 |
EACH | 0.0 |
| 3705 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 18.000 |
18.000 |
$8.000 |
EACH | 0.0 |
| 3710 | REMOVE PAVEMENT | 02091 | 4,459.000 |
4,459.000 |
$2.000 |
SQYD | 0.0 |
| 3715 | TEMP DITCH | 02159 | 8,980.000 |
8,980.000 |
$1.000 |
LF | 0.0 |
| 3720 | CLEAN TEMP DITCH | 02160 | 4,494.000 |
4,494.000 |
$1.000 |
LF | 0.0 |
| 3725 | ROADWAY EXCAVATION | 02200 | 496,102.000 |
496,102.000 |
$3.700 |
CUYD | 2.4 |
| 3730 | WATER (FOR DUST CONTROL) | 02242 | 3,402.000 |
3,402.000 |
$5.000 |
MGAL | 0.0 |
| 3735 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 12,673.000 |
12,673.000 |
$5.000 |
LF | 0.1 |
| 3740 | REMOVE FENCE | 02265 | 1,395.000 |
1,395.000 |
$2.000 |
LF | 0.0 |
| 3745 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 12,314.300 |
12,314.300 |
$14.300 |
LF | 0.2 |
| 3750 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 575.000 |
575.000 |
$24.250 |
LF | 0.0 |
| 3755 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 15.000 |
15.000 |
$35.000 |
EACH | 0.0 |
| 3760 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 16.000 |
16.000 |
$2,400.000 |
EACH | 0.0 |
| 3765 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 9.000 |
9.000 |
$2,100.000 |
EACH | 0.0 |
| 3770 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 3775 | REMOVE GUARDRAIL | 02381 | 11,537.000 |
11,537.000 |
$1.300 |
LF | 0.0 |
| 3780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 8.000 |
8.000 |
$300.000 |
EACH | 0.0 |
| 3785 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 3790 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 28.000 |
28.000 |
$125.000 |
EACH | 0.0 |
| 3795 | WITNESS POST | 02432 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 3800 | CHANNEL LINING CLASS IV | 02488 | 10,918.000 |
10,918.000 |
$5.000 |
CUYD | 0.1 |
| 3805 | CLEARING AND GRUBBING (APPROXIMATELY 86 ACRES, WOLFE 10-126.70 | 02545 | 1.000 |
1.000 |
$207,000.000 |
LS | 0.3 |
| 3810 | EDGE KEY | 02585 | 22.000 |
22.000 |
$80.000 |
LF | 0.0 |
| 3815 | FABRIC-GEOTEXTILE TYPE I | 02596 | 11,205.000 |
11,205.000 |
$1.250 |
SQYD | 0.0 |
| 3820 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 118,171.000 |
118,171.000 |
$0.800 |
SQYD | 0.1 |
| 3825 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 4,945.000 |
4,945.000 |
$2.000 |
SQYD | 0.0 |
| 3830 | SAFELOADING | 02690 | 92.500 |
92.500 |
$275.000 |
CUYD | 0.0 |
| 3835 | SHOULDER RUMBLE STRIPS | 02696 | 37,180.000 |
37,180.000 |
$0.130 |
LF | 0.0 |
| 3840 | TEMP SILT FENCE | 02701 | 8,980.000 |
8,980.000 |
$3.000 |
LF | 0.0 |
| 3845 | SILT TRAP TYPE A | 02703 | 86.000 |
86.000 |
$100.000 |
EACH | 0.0 |
| 3850 | SILT TRAP TYPE B | 02704 | 86.000 |
86.000 |
$125.000 |
EACH | 0.0 |
| 3855 | SILT TRAP TYPE C | 02705 | 86.000 |
86.000 |
$150.000 |
EACH | 0.0 |
| 3860 | CLEAN SILT TRAP TYPE A | 02706 | 86.000 |
86.000 |
$1.000 |
EACH | 0.0 |
| 3865 | CLEAN SILT TRAP TYPE B | 02707 | 86.000 |
86.000 |
$1.000 |
EACH | 0.0 |
| 3870 | CLEAN SILT TRAP TYPE C | 02708 | 86.000 |
86.000 |
$1.000 |
EACH | 0.0 |
| 3875 | STAKING (WOLFE 10-126.70) | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.1 |
| 3880 | REMOVE STRUCTURE (KY 205 BRIDGE OVER STATE ROAD FORK, WOL | 02731 | 1.000 |
1.000 |
$54,000.000 |
LS | 0.1 |
| 3885 | REMOVE STRUCTURE (MT PKWY BRIDGE OVER KY 205, WOLFE 10-12 | 02731 | 1.000 |
1.000 |
$78,000.000 |
LS | 0.1 |
| 3890 | REMOVE STRUCTURE (MT PKWY BRIDGE OVER RED RIVER, WOLFE 10 | 02731 | 1.000 |
1.000 |
$66,000.000 |
LS | 0.1 |
| 3895 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$4,900.000 |
EACH | 0.0 |
| 3900 | EROSION CONTROL BLANKET | 05950 | 31,929.000 |
31,929.000 |
$1.000 |
SQYD | 0.0 |
| 3905 | TEMP MULCH | 05952 | 274,373.000 |
274,373.000 |
$0.150 |
SQYD | 0.1 |
| 3910 | TEMP SEEDING AND PROTECTION | 05953 | 205,781.000 |
205,781.000 |
$0.160 |
SQYD | 0.0 |
| 3915 | INITIAL FERTILIZER | 05963 | 7.400 |
7.400 |
$600.000 |
TON | 0.0 |
| 3920 | 20-10-10 FERTILIZER | 05964 | 12.300 |
12.300 |
$800.000 |
TON | 0.0 |
| 3925 | SEEDING AND PROTECTION | 05985 | 291,723.000 |
291,723.000 |
$0.310 |
SQYD | 0.1 |
| 3930 | AGRICULTURAL LIMESTONE | 05992 | 14.300 |
14.300 |
$55.000 |
TON | 0.0 |
| 3935 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 832.000 |
832.000 |
$3.500 |
SQYD | 0.0 |
| 3940 | FUEL ADJUSTMENT | 10020NS | 168,865.000 |
168,865.000 |
$1.000 |
DOLL | 0.2 |
| 3945 | ASPHALT ADJUSTMENT | 10030NS | 165,931.000 |
165,931.000 |
$1.000 |
DOLL | 0.2 |
| 3950 | LONGITUDINAL EDGE KEY | 21289ED | 686.000 |
686.000 |
$7.500 |
LF | 0.0 |
| 3955 | PIPELINE INSPECTION | 24814EC | 2,190.000 |
2,190.000 |
$2.150 |
LF | 0.0 |
| 5030 | CONCRETE-CLASS AA (ADDED: 12-2-16) | 08104 | 1.530 |
1.530 |
$800.000 |
CUYD | 0.0 |
Category Total $3,528,351.73 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0003 | CATEGORY Description | ROADWAY - MOT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4120 | DGA BASE (6-IN) | 00001 | 3,699.000 |
3,699.000 |
$29.500 |
TON | 0.1 |
| 4125 | CL2 ASPH BASE 1.00D PG64-22 (3-IN) | 00212 | 1,728.000 |
1,728.000 |
$79.000 |
TON | 0.2 |
| 4130 | CL2 ASPH SURF 0.38B PG64-22 (1.25-IN) | 00307 | 704.000 |
704.000 |
$89.750 |
TON | 0.1 |
| 4135 | RELOCATE TEMP CONC BARRIER | 02003 | 1,900.000 |
1,900.000 |
$5.000 |
LF | 0.0 |
| 4140 | BARRICADE-TYPE III | 02014 | 6.000 |
6.000 |
$250.000 |
EACH | 0.0 |
| 4145 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.0 |
| 4150 | REMOVE GUARDRAIL | 02381 | 2,475.500 |
2,475.500 |
$1.300 |
LF | 0.0 |
| 4155 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 5.000 |
5.000 |
$1,900.000 |
EACH | 0.0 |
| 4160 | REMOVE GUARDRAIL END TREATMENT | 02396 | 3.000 |
3.000 |
$50.000 |
EACH | 0.0 |
| 4165 | TEMP GUARDRAIL | 02397 | 2,475.500 |
2,475.500 |
$5.200 |
LF | 0.0 |
| 4170 | TEMPORARY SIGNS | 02562 | 734.000 |
734.000 |
$10.000 |
SQFT | 0.0 |
| 4175 | MAINTAIN & CONTROL TRAFFIC WOLFE | 02650 | 1.000 |
1.000 |
$85,000.000 |
LS | 0.1 |
| 4180 | DIVERSIONS (BY-PASS DETOURS) (PHASE I, WOLFE 10-126.70) | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 4185 | DIVERSIONS (BY-PASS DETOURS) (KY-205, WOLFE 10-126.70) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 4190 | DIVERSIONS (BY-PASS DETOURS) (TEMP RAMP B, WOLFE 10-126.70) | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 4195 | DIVERSIONS (BY-PASS DETOURS) (PHASE III, WOLFE 10-126.70) | 02651 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 4200 | DIVERSIONS (BY-PASS DETOURS) (PHASE III KY-205, WOLFE 10-126.70) | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 4205 | CROSSOVER (PHASE II, WOLFE 10-126.70) | 02655 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 4210 | CROSSOVER (PHASE III, WOLFE 10-126.70) | 02655 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 4215 | CROSSOVER (TEMP RAMP C, WOLFE 10-126.70) | 02655 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 4220 | CROSSOVER (PHASE IV, WOLFE 10-126.70) | 02655 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 4225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.0 |
| 4230 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$950.000 |
EACH | 0.0 |
| 4235 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 560.000 |
560.000 |
$20.000 |
LF | 0.0 |
| 4240 | TEMP SIGNAL MULTI PHASE | 04934 | 1.000 |
1.000 |
$65,000.000 |
EACH | 0.1 |
| 4245 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,702.000 |
20,702.000 |
$0.140 |
LF | 0.0 |
| 4250 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 77,304.000 |
77,304.000 |
$0.160 |
LF | 0.0 |
| 4255 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | 163.000 |
163.000 |
$0.420 |
LF | 0.0 |
| 4260 | PAVE STRIPING REMOVAL-6 IN | 06531 | 9,769.000 |
9,769.000 |
$0.750 |
LF | 0.0 |
| 4265 | PAVE STRIPING REMOVAL-12 IN | 06533 | 163.000 |
163.000 |
$0.950 |
LF | 0.0 |
| 4270 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 134.000 |
134.000 |
$4.750 |
EACH | 0.0 |
| 4275 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 452.000 |
452.000 |
$4.750 |
EACH | 0.0 |
| 4280 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 4285 | CRASH CUSHION TY VII CLASS B TL3 | 08907 | 1.000 |
1.000 |
$12,000.000 |
EACH | 0.0 |
| 4290 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 1,399.000 |
1,399.000 |
$3.500 |
SQYD | 0.0 |
| 4295 | REMOVE & RELOCATE SIGNS | 20418ED | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 4300 | TEMPORARY LIGHTING (WOLFE 10-126.70) | 20454NS835 | 1.000 |
1.000 |
$62,220.000 |
LS | 0.1 |
Category Total $714,764.23 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0004 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3960 | ENTRANCE PIPE-24 IN | 00443 | 214.000 |
214.000 |
$43.000 |
LF | 0.0 |
| 3965 | ENTRANCE PIPE-30 IN | 00445 | 30.000 |
30.000 |
$45.000 |
LF | 0.0 |
| 3970 | CULVERT PIPE-24 IN | 00464 | 115.000 |
115.000 |
$60.000 |
LF | 0.0 |
| 3975 | CULVERT PIPE-27 IN | 00465 | 129.000 |
129.000 |
$88.000 |
LF | 0.0 |
| 3980 | CULVERT PIPE-36 IN | 00468 | 273.000 |
273.000 |
$99.000 |
LF | 0.0 |
| 3985 | CULVERT PIPE-42 IN | 00469 | 53.000 |
53.000 |
$120.000 |
LF | 0.0 |
| 3990 | CULVERT PIPE-54 IN | 00471 | 101.000 |
101.000 |
$155.000 |
LF | 0.0 |
| 3995 | STORM SEWER PIPE-18 IN | 00522 | 1,347.000 |
1,347.000 |
$61.000 |
LF | 0.1 |
| 4000 | STORM SEWER PIPE-24 IN | 00524 | 572.000 |
572.000 |
$68.000 |
LF | 0.1 |
| 4005 | PIPE CULVERT HEADWALL-18 IN | 01204 | 9.000 |
9.000 |
$900.000 |
EACH | 0.0 |
| 4010 | PIPE CULVERT HEADWALL-24 IN | 01208 | 5.000 |
5.000 |
$1,600.000 |
EACH | 0.0 |
| 4015 | PIPE CULVERT HEADWALL-27 IN | 01223 | 2.000 |
2.000 |
$1,400.000 |
EACH | 0.0 |
| 4020 | PIPE CULVERT HEADWALL-30 IN | 01210 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 4025 | PIPE CULVERT HEADWALL-42 IN | 01214 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 4030 | PIPE CULVERT HEADWALL-54 IN | 24026EC | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 4035 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.0 |
| 4040 | CURB BOX INLET TYPE B | 01480 | 9.000 |
9.000 |
$3,000.000 |
EACH | 0.0 |
| 4045 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
7.000 |
$1,200.000 |
EACH | 0.0 |
| 4050 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 4055 | DROP BOX INLET TYPE 5B | 01505 | 4.000 |
4.000 |
$3,800.000 |
EACH | 0.0 |
| 4060 | DROP BOX INLET TYPE 5B MOD | 01506 | 1.000 |
1.000 |
$5,200.000 |
EACH | 0.0 |
| 4065 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 4070 | DROP BOX INLET TYPE 10 | 01541 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 4075 | JUNCTION BOX-18 IN | 01642 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 4080 | PERFORATED PIPE-4 IN | 01000 | 5,723.000 |
5,723.000 |
$8.000 |
LF | 0.1 |
| 4085 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 15.000 |
15.000 |
$400.000 |
EACH | 0.0 |
| 4090 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 2.000 |
2.000 |
$410.000 |
EACH | 0.0 |
| 4095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 35.000 |
35.000 |
$30.000 |
TON | 0.0 |
| 4100 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 12.000 |
12.000 |
$475.000 |
EACH | 0.0 |
| 4105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 6.000 |
6.000 |
$490.000 |
EACH | 0.0 |
| 4110 | NON-PERFORATED PIPE-4 IN | 01010 | 580.000 |
580.000 |
$10.000 |
LF | 0.0 |
| 4115 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
Category Total $383,503.00 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - KY 205 - DWG. 27077 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4465 | CONCRETE-CLASS A | 08100 | 639.500 |
639.500 |
$475.000 |
CUYD | 0.4 |
| 4470 | CONCRETE-CLASS AA | 08104 | 819.700 |
819.700 |
$485.000 |
CUYD | 0.5 |
| 4475 | STEEL REINFORCEMENT | 08150 | 98,090.000 |
98,090.000 |
$0.840 |
LB | 0.1 |
| 4480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 196,855.000 |
196,855.000 |
$0.940 |
LB | 0.2 |
| 4485 | STRUCTURE EXCAVATION-COMMON | 08001 | 402.000 |
402.000 |
$11.500 |
CUYD | 0.0 |
| 4490 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 504.000 |
504.000 |
$33.000 |
TON | 0.0 |
| 4495 | STRUCTURE GRANULAR BACKFILL | 02231 | 482.000 |
482.000 |
$41.000 |
CUYD | 0.0 |
| 4500 | PILES-STEEL HP12X53 | 08046 | 4,137.000 |
4,137.000 |
$30.000 |
LF | 0.2 |
| 4505 | TEST PILES | 08033 | 418.000 |
418.000 |
$100.000 |
LF | 0.1 |
| 4510 | PILE POINTS-12 IN | 08094 | 136.000 |
136.000 |
$95.000 |
EACH | 0.0 |
| 4515 | RAIL SYSTEM TYPE III | 21532ED | 973.000 |
973.000 |
$90.000 |
LF | 0.1 |
| 4520 | ARMORED EDGE FOR CONCRETE | 03299 | 164.000 |
164.000 |
$50.000 |
LF | 0.0 |
| 4525 | MASONRY COATING | 02998 | 3,293.000 |
3,293.000 |
$7.500 |
SQYD | 0.0 |
| 4530 | PPC I-BEAM TYPE HN 66-49 | 24098EC | 2,393.500 |
2,393.500 |
$295.000 |
LF | 0.9 |
Category Total $2,015,153.30 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - RED RIVER - DWG. 27079 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4535 | CONCRETE-CLASS A | 08100 | 678.500 |
678.500 |
$460.000 |
CUYD | 0.4 |
| 4540 | CONCRETE-CLASS AA | 08104 | 1,110.000 |
1,110.000 |
$480.000 |
CUYD | 0.7 |
| 4545 | STEEL REINFORCEMENT | 08150 | 93,448.000 |
93,448.000 |
$0.840 |
LB | 0.1 |
| 4550 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 330,263.000 |
330,263.000 |
$0.940 |
LB | 0.4 |
| 4555 | STRUCTURE EXCAVATION-COMMON | 08001 | 131.000 |
131.000 |
$11.500 |
CUYD | 0.0 |
| 4560 | CYCLOPEAN STONE RIP RAP | 08019 | 2,358.000 |
2,358.000 |
$32.000 |
TON | 0.1 |
| 4565 | STRUCTURE GRANULAR BACKFILL | 02231 | 662.000 |
662.000 |
$41.000 |
CUYD | 0.0 |
| 4570 | PILES-STEEL HP12X53 | 08046 | 780.000 |
780.000 |
$38.000 |
LF | 0.0 |
| 4575 | TEST PILES | 08033 | 184.000 |
184.000 |
$100.000 |
LF | 0.0 |
| 4580 | PILE POINTS-12 IN | 08094 | 28.000 |
28.000 |
$95.000 |
EACH | 0.0 |
| 4585 | RAIL SYSTEM TYPE III | 21532ED | 1,238.000 |
1,238.000 |
$90.000 |
LF | 0.1 |
| 4590 | ARMORED EDGE FOR CONCRETE | 03299 | 213.000 |
213.000 |
$50.000 |
LF | 0.0 |
| 4595 | MASONRY COATING | 02998 | 4,195.000 |
4,195.000 |
$7.500 |
SQYD | 0.0 |
| 4600 | PRE-DRILLING FOR PILES | 08039 | 67.000 |
67.000 |
$145.000 |
LF | 0.0 |
| 4605 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | 248.000 |
248.000 |
$985.000 |
LF | 0.3 |
| 4610 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | 96.000 |
96.000 |
$900.000 |
LF | 0.1 |
| 4615 | ROCK SOUNDINGS | 20745ED | 248.000 |
248.000 |
$20.000 |
LF | 0.0 |
| 4620 | ROCK CORINGS | 20746ED | 276.000 |
276.000 |
$55.000 |
LF | 0.0 |
| 4625 | PPC I-BEAM TYPE HN 66-49 | 24098EC | 3,033.800 |
3,033.800 |
$295.000 |
LF | 1.2 |
Category Total $2,797,696.54 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - RED RIVER RAMP A - DWG. 27081 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4630 | CONCRETE-CLASS A | 08100 | 134.200 |
134.200 |
$490.000 |
CUYD | 0.1 |
| 4635 | CONCRETE-CLASS AA | 08104 | 249.900 |
249.900 |
$660.000 |
CUYD | 0.2 |
| 4640 | STEEL REINFORCEMENT | 08150 | 17,979.000 |
17,979.000 |
$0.820 |
LB | 0.0 |
| 4645 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 57,338.000 |
57,338.000 |
$0.940 |
LB | 0.1 |
| 4650 | STRUCTURE EXCAVATION-COMMON | 08001 | 150.000 |
150.000 |
$20.000 |
CUYD | 0.0 |
| 4655 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 4.000 |
4.000 |
$100.000 |
CUYD | 0.0 |
| 4660 | CYCLOPEAN STONE RIP RAP | 08019 | 1,005.000 |
1,005.000 |
$32.000 |
TON | 0.0 |
| 4665 | STRUCTURE GRANULAR BACKFILL | 02231 | 140.000 |
140.000 |
$41.000 |
CUYD | 0.0 |
| 4670 | PILES-STEEL HP12X53 | 08046 | 228.000 |
228.000 |
$38.000 |
LF | 0.0 |
| 4675 | TEST PILES | 08033 | 75.000 |
75.000 |
$100.000 |
LF | 0.0 |
| 4680 | PILE POINTS-12 IN | 08094 | 12.000 |
12.000 |
$95.000 |
EACH | 0.0 |
| 4685 | PRECAST PC I BEAM TYPE 4 | 08634 | 922.500 |
922.500 |
$235.000 |
LF | 0.3 |
| 4690 | RAIL SYSTEM TYPE III | 21532ED | 470.000 |
470.000 |
$90.000 |
LF | 0.1 |
| 4695 | ARMORED EDGE FOR CONCRETE | 03299 | 58.000 |
58.000 |
$50.000 |
LF | 0.0 |
| 4700 | MASONRY COATING | 02998 | 1,030.000 |
1,030.000 |
$7.500 |
SQYD | 0.0 |
| 4705 | PRE-DRILLING FOR PILES | 08039 | 60.000 |
60.000 |
$145.000 |
LF | 0.0 |
| 4710 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | 87.000 |
87.000 |
$1,050.000 |
LF | 0.1 |
| 4715 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | 32.000 |
32.000 |
$940.000 |
LF | 0.0 |
| 4720 | ROCK SOUNDINGS | 20745ED | 87.000 |
87.000 |
$20.000 |
LF | 0.0 |
| 4725 | ROCK CORINGS | 20746ED | 92.000 |
92.000 |
$55.000 |
LF | 0.0 |
Category Total $764,579.00 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE - RED RIVER RAMP D. DWG. 27082 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4730 | CONCRETE-CLASS A | 08100 | 133.600 |
133.600 |
$505.000 |
CUYD | 0.1 |
| 4735 | CONCRETE-CLASS AA | 08104 | 197.300 |
197.300 |
$625.000 |
CUYD | 0.2 |
| 4740 | STEEL REINFORCEMENT | 08150 | 14,904.000 |
14,904.000 |
$0.830 |
LB | 0.0 |
| 4745 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 48,351.000 |
48,351.000 |
$0.940 |
LB | 0.1 |
| 4750 | STRUCTURE EXCAVATION-COMMON | 08001 | 214.000 |
214.000 |
$11.500 |
CUYD | 0.0 |
| 4755 | CYCLOPEAN STONE RIP RAP | 08019 | 1,438.000 |
1,438.000 |
$32.000 |
TON | 0.1 |
| 4760 | STRUCTURE GRANULAR BACKFILL | 02231 | 146.000 |
146.000 |
$41.000 |
CUYD | 0.0 |
| 4765 | PILES-STEEL HP12X53 | 08046 | 293.000 |
293.000 |
$38.000 |
LF | 0.0 |
| 4770 | TEST PILES | 08033 | 89.000 |
89.000 |
$100.000 |
LF | 0.0 |
| 4775 | PILE POINTS-12 IN | 08094 | 12.000 |
17.000 |
$95.000 |
EACH | 0.0 |
| 4780 | PRECAST PC I BEAM TYPE 4 | 08634 | 642.500 |
642.500 |
$240.000 |
LF | 0.2 |
| 4785 | RAIL SYSTEM TYPE III | 21532ED | 331.000 |
331.000 |
$90.000 |
LF | 0.0 |
| 4790 | ARMORED EDGE FOR CONCRETE | 03299 | 61.000 |
61.000 |
$50.000 |
LF | 0.0 |
| 4795 | MASONRY COATING | 02998 | 783.000 |
783.000 |
$7.500 |
SQYD | 0.0 |
| 4800 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | 75.000 |
75.000 |
$1,090.000 |
LF | 0.1 |
| 4805 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | 32.000 |
32.000 |
$970.000 |
LF | 0.0 |
| 4810 | ROCK SOUNDINGS | 20745ED | 75.000 |
75.000 |
$20.000 |
LF | 0.0 |
| 4815 | ROCK CORINGS | 20746ED | 92.000 |
92.000 |
$55.000 |
LF | 0.0 |
| 4820 | DECK DRAIN | 23813EC | 5.000 |
5.000 |
$150.000 |
EACH | 0.0 |
Category Total $637,250.26 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE - KY 205 OVER STATE ROAD FORK - DWG. 27083 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4825 | CONCRETE-CLASS A | 08100 | 69.100 |
69.100 |
$450.000 |
CUYD | 0.0 |
| 4830 | CONCRETE-CLASS AA | 08104 | 215.000 |
215.000 |
$530.000 |
CUYD | 0.1 |
| 4835 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 42,336.000 |
42,336.000 |
$0.940 |
LB | 0.1 |
| 4840 | CYCLOPEAN STONE RIP RAP | 08019 | 849.000 |
849.000 |
$32.000 |
TON | 0.0 |
| 4845 | STRUCTURE GRANULAR BACKFILL | 02231 | 277.000 |
277.000 |
$41.000 |
CUYD | 0.0 |
| 4850 | PILES-STEEL HP12X53 | 08046 | 535.000 |
535.000 |
$38.000 |
LF | 0.0 |
| 4855 | TEST PILES | 08033 | 93.000 |
93.000 |
$100.000 |
LF | 0.0 |
| 4860 | PILE POINTS-12 IN | 08094 | 18.000 |
18.000 |
$95.000 |
EACH | 0.0 |
| 4865 | PRECAST PC I BEAM TYPE 3 | 08633 | 1,026.500 |
1,026.500 |
$185.000 |
LF | 0.2 |
| 4870 | RAIL SYSTEM TYPE III | 21532ED | 211.000 |
211.000 |
$90.000 |
LF | 0.0 |
| 4875 | ARMORED EDGE FOR CONCRETE | 03299 | 111.000 |
111.000 |
$50.000 |
LF | 0.0 |
| 4880 | MASONRY COATING | 02998 | 417.000 |
417.000 |
$7.500 |
SQYD | 0.0 |
Category Total $472,275.84 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0010 | CATEGORY Description | BRIDGE- CULVERT - DWG. 27084 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4885 | CONCRETE-CLASS A | 08100 | 398.000 |
398.000 |
$400.000 |
CUYD | 0.2 |
| 4890 | STEEL REINFORCEMENT | 08150 | 45,590.000 |
45,590.000 |
$0.790 |
LB | 0.0 |
| 4895 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$17,500.000 |
LS | 0.0 |
| 4900 | REMOVE CONCRETE MASONRY | 02403 | 28.000 |
28.000 |
$150.000 |
CUYD | 0.0 |
| 4905 | GRANULAR EMBANKMENT | 02223 | 302.000 |
302.000 |
$22.000 |
CUYD | 0.0 |
Category Total $223,560.10 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE- CULVERT - DWG. 27085 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4910 | CONCRETE-CLASS A | 08100 | 47.700 |
47.700 |
$500.000 |
CUYD | 0.0 |
| 4915 | STEEL REINFORCEMENT | 08150 | 3,228.000 |
3,228.000 |
$0.790 |
LB | 0.0 |
| 4920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 9.000 |
9.000 |
$100.000 |
CUYD | 0.0 |
| 4925 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 4930 | REMOVE CONCRETE MASONRY | 02403 | 6.000 |
6.000 |
$150.000 |
CUYD | 0.0 |
Category Total $32,700.12 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0012 | CATEGORY Description | WATERLINE - (CITY OF CAMPTON, WOLFE 10-126.70) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4935 | W PIPE PVC 06 INCH | 14059 | 5,348.000 |
5,348.000 |
$9.290 |
LF | 0.1 |
| 4940 | W DIRECTIONAL BORE | 14004 | 240.000 |
240.000 |
$120.000 |
LF | 0.0 |
| 4945 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | 889.000 |
889.000 |
$125.000 |
LF | 0.1 |
| 4950 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | 40.000 |
40.000 |
$55.000 |
LF | 0.0 |
| 4955 | W AIR RELEASE VALVE 3/4 INCH | 14001 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 4960 | W VALVE 06 INCH | 14105 | 11.000 |
11.000 |
$900.000 |
EACH | 0.0 |
| 4965 | W METER 3/4 INCH | 14028 | 2.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
| 4970 | W TIE-IN 06 INCH | 14094 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.0 |
| 4975 | W CAP EXISTING MAIN | 14003 | 7.000 |
7.000 |
$400.000 |
EACH | 0.0 |
| 4980 | W FLUSH HYDRANT ASSEMBLY | 14022 | 3.000 |
3.000 |
$3,200.000 |
EACH | 0.0 |
| 4985 | W LINE MARKER | 14144 | 6.000 |
6.000 |
$20.000 |
EACH | 0.0 |
| 4990 | W PIPE PVC 03 INCH | 14057 | 912.000 |
912.000 |
$4.480 |
LF | 0.0 |
| 4995 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | 20.000 |
20.000 |
$55.000 |
LF | 0.0 |
| 5000 | W VALVE 03 INCH | 14103 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 5005 | W METER RELOCATE | 14030 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 5010 | W TIE-IN 03 INCH | 14092 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
Category Total $236,463.68 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0013 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4305 | GMSS GALV STEEL TYPE C | 06441 | 3,022.800 |
3,022.800 |
$6.000 |
LB | 0.0 |
| 4310 | SBM ALUMINUM PANEL SIGNS | 06405 | 476.500 |
476.500 |
$19.000 |
SQFT | 0.0 |
| 4315 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 536.100 |
536.100 |
$15.000 |
SQFT | 0.0 |
| 4320 | MILE MARKER | 30012 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 4325 | CLASS A CONCRETE FOR SIGNS | 06490 | 19.590 |
19.590 |
$500.000 |
CUYD | 0.0 |
| 4330 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 440.000 |
440.000 |
$1.500 |
LB | 0.0 |
| 4335 | STEEL POST TYPE 1 | 06410 | 980.000 |
980.000 |
$10.000 |
LF | 0.0 |
| 4340 | GMSS TYPE D | 21596ND | 49.000 |
49.000 |
$375.000 |
EACH | 0.0 |
| 4345 | STEEL POST MILE MARKERS | 06412 | 2.000 |
2.000 |
$135.000 |
EACH | 0.0 |
| 4350 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 74.000 |
74.000 |
$29.000 |
EACH | 0.0 |
| 4355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | 74.000 |
74.000 |
$29.000 |
EACH | 0.0 |
| 4360 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | 87.000 |
87.000 |
$29.000 |
EACH | 0.0 |
| 4365 | REMOVE & RELOCATE SIGNS | 20418ED | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 4370 | BARCODE SIGN INVENTORY | 24631EC | 81.000 |
81.000 |
$5.000 |
EACH | 0.0 |
| 4375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 12,720.000 |
12,720.000 |
$0.140 |
LF | 0.0 |
| 4380 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 43,096.000 |
43,096.000 |
$0.160 |
LF | 0.0 |
| 4385 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 2,258.000 |
2,258.000 |
$0.450 |
LF | 0.0 |
| 4390 | PAVE MARKING-THERMO CURV ARROW | 06574 | 8.000 |
8.000 |
$125.000 |
EACH | 0.0 |
| 4395 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | 60.000 |
60.000 |
$7.500 |
LF | 0.0 |
| 4400 | INLAID PAVEMENT MARKER | 24489EC | 525.000 |
525.000 |
$39.500 |
EACH | 0.0 |
Category Total $113,731.56 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0014 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4405 | POLE 40 FT MTG HT | 04701 | 11.000 |
11.000 |
$2,500.000 |
EACH | 0.0 |
| 4410 | BRACKET 12 FT | 04724 | 11.000 |
11.000 |
$750.000 |
EACH | 0.0 |
| 4415 | POLE BASE | 04740 | 11.000 |
11.000 |
$1,500.000 |
EACH | 0.0 |
| 4420 | TRANSFORMER BASE | 04750 | 11.000 |
11.000 |
$750.000 |
EACH | 0.0 |
| 4425 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$20,000.000 |
EACH | 0.0 |
| 4430 | FUSED CONNECTOR KIT | 04780 | 22.000 |
22.000 |
$250.000 |
EACH | 0.0 |
| 4435 | CONDUIT-3 IN | 04797 | 745.000 |
745.000 |
$11.000 |
LF | 0.0 |
| 4440 | TRENCHING AND BACKFILLING | 04820 | 1,965.000 |
1,965.000 |
$5.000 |
LF | 0.0 |
| 4445 | WIRE-NO. 12 | 04832 | 1,320.000 |
1,320.000 |
$0.250 |
LF | 0.0 |
| 4450 | CABLE-NO. 8/3C DUCTED | 04860 | 1,965.000 |
1,965.000 |
$2.000 |
LF | 0.0 |
| 4455 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 14.000 |
14.000 |
$1,250.000 |
EACH | 0.0 |
| 4460 | LED LUMINAIRE | 24589ED | 11.000 |
11.000 |
$1,500.000 |
EACH | 0.0 |
Category Total $142,280.00 |
| SM- Project | DE11990091668 | CATEGORY NUMBER | 0015 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 5015 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$700,000.000 |
LS | 0.9 |
| 5020 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$229,000.000 |
LS | 0.3 |
Category Total $929,000.00 |