|
Item List 241011 |
Date:02/06/2026 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 241011 | Primary Project Number | DE06390062411 |
| Contract Description | HAL ROGERS PARKWAY (PW-9006) | ||
| Primary County | LAUREL | Fed/St Number | NHPP 0804 (022) |
| Vendor ID | 01947 | Vendor Name | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION |
| Bid Amount | $ 20,977,517.00 | ||
| SM- Project | DE06390062411 |
| Fed/State Number | NHPP 0804 (022) |
| Project Description | HAL ROGERS PARKWAY (PW-9006) |
| *********** |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 47,835.000 |
47,835.000 |
$29.000 |
TON | 6.6 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 178.000 |
178.000 |
$150.000 |
TON | 0.1 |
| 0015 | ASPHALT SEAL COAT | 00103 | 38.000 |
38.000 |
$1,300.000 |
TON | 0.2 |
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,699.000 |
1,699.000 |
$120.000 |
TON | 1.0 |
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 7,605.000 |
7,605.000 |
$99.000 |
TON | 3.6 |
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 21,368.000 |
21,368.000 |
$101.000 |
TON | 10.3 |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,019.000 |
1,019.000 |
$130.000 |
TON | 0.6 |
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | 7,180.000 |
7,180.000 |
$145.000 |
TON | 5.0 |
| 0045 | CL2 ASPH SURF 0.38D PG76-22 | 00340 | 2,443.000 |
2,443.000 |
$128.000 |
TON | 1.5 |
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | 96.000 |
96.000 |
$10.000 |
TON | 0.0 |
| 0055 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 136,883.000 |
136,883.000 |
$2.500 |
SQYD | 1.6 |
| 0060 | JOINT ADHESIVE | 20071EC | 99,484.000 |
0.000 |
$0.410 |
LF | 0.2 |
| 0065 | CL2 ASPH BASE 1.00D PG76-22 | 20696ES403 | 2,443.000 |
2,443.000 |
$102.000 |
TON | 1.2 |
| 8011 | NON-SPEC MATERIAL Failed crushed stone base | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $6,697,673.94 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 78,357.000 |
78,357.000 |
$28.000 |
TON | 10.5 |
| 0075 | PERFORATED PIPE-4 IN | 01000 | 11,310.000 |
11,310.000 |
$10.000 |
LF | 0.5 |
| 0080 | PERFORATED PIPE-8 IN | 01002 | 235.000 |
235.000 |
$15.000 |
LF | 0.0 |
| 0085 | NON-PERFORATED PIPE-4 IN | 01010 | 1,855.000 |
1,855.000 |
$21.500 |
LF | 0.2 |
| 0090 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 21.000 |
21.000 |
$1,250.000 |
EACH | 0.1 |
| 0095 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | 8.000 |
8.000 |
$1,250.000 |
EACH | 0.0 |
| 0100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 6.000 |
6.000 |
$1,250.000 |
EACH | 0.0 |
| 0105 | STANDARD CURB AND GUTTER | 01810 | 93.000 |
93.000 |
$150.000 |
LF | 0.1 |
| 0110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 12.000 |
12.000 |
$15.360 |
EACH | 0.0 |
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 187.000 |
187.000 |
$16.180 |
EACH | 0.0 |
| 0120 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$0.010 |
EACH | 0.0 |
| 0125 | TEMP DITCH | 02159 | 6,799.000 |
6,799.000 |
$1.000 |
LF | 0.0 |
| 0130 | CLEAN TEMP DITCH | 02160 | 3,400.000 |
3,400.000 |
$0.500 |
LF | 0.0 |
| 0135 | ROADWAY EXCAVATION | 02200 | 126,311.000 |
126,311.000 |
$18.000 |
CUYD | 10.8 |
| 0140 | WATER | 02242 | 603.000 |
603.000 |
$0.010 |
MGAL | 0.0 |
| 0145 | REMOVE & REPLACE FENCE | 02268 | 325.000 |
325.000 |
$31.180 |
LF | 0.0 |
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 19,837.500 |
19,837.500 |
$30.360 |
LF | 2.9 |
| 0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
9.000 |
$93.430 |
EACH | 0.0 |
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$3,862.530 |
EACH | 0.0 |
| 0165 | REMOVE GUARDRAIL | 02381 | 16,682.000 |
16,682.000 |
$3.300 |
LF | 0.3 |
| 0170 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 9.000 |
9.000 |
$4,110.870 |
EACH | 0.2 |
| 0175 | WITNESS POST | 02432 | 3.000 |
3.000 |
$199.510 |
EACH | 0.0 |
| 0180 | CHANNEL LINING CLASS II | 02483 | 4,251.500 |
4,251.500 |
$40.000 |
TON | 0.8 |
| 0185 | CHANNEL LINING CLASS III | 02484 | 2,133.000 |
2,133.000 |
$45.000 |
TON | 0.5 |
| 0190 | CLEARING AND GRUBBING 69 ACRES | 02545 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.4 |
| 0195 | TEMPORARY SIGNS | 02562 | 665.800 |
665.800 |
$16.960 |
SQFT | 0.1 |
| 0200 | EDGE KEY | 02585 | 335.000 |
335.000 |
$50.000 |
LF | 0.1 |
| 0205 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 2,308.000 |
2,308.000 |
$2.000 |
SQYD | 0.0 |
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$788,000.000 |
LS | 3.8 |
| 0215 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 3.000 |
3.000 |
$15,000.000 |
EACH | 0.2 |
| 0220 | SAFELOADING | 02690 | 29.000 |
29.000 |
$250.000 |
CUYD | 0.0 |
| 0225 | EDGELINE RUMBLE STRIPS | 02697 | 27,630.700 |
27,630.700 |
$0.240 |
LF | 0.0 |
| 0230 | TEMP SILT FENCE | 02701 | 6,799.000 |
6,799.000 |
$4.000 |
LF | 0.1 |
| 0235 | SILT TRAP TYPE A | 02703 | 69.000 |
69.000 |
$150.000 |
EACH | 0.0 |
| 0240 | SILT TRAP TYPE B | 02704 | 69.000 |
69.000 |
$100.000 |
EACH | 0.0 |
| 0245 | SILT TRAP TYPE C | 02705 | 69.000 |
69.000 |
$50.000 |
EACH | 0.0 |
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | 69.000 |
69.000 |
$50.000 |
EACH | 0.0 |
| 0255 | CLEAN SILT TRAP TYPE B | 02707 | 69.000 |
69.000 |
$50.000 |
EACH | 0.0 |
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | 69.000 |
69.000 |
$20.000 |
EACH | 0.0 |
| 0265 | STAKING | 02726 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.4 |
| 0270 | REMOVE STRUCTURE BRIDGE- STA 107+49.25 | 02731 | 1.000 |
1.000 |
$130,500.000 |
LS | 0.6 |
| 0275 | REMOVE STRUCTURE BRIDGE- STA 245+89.46 | 02731 | 1.000 |
1.000 |
$122,900.000 |
LS | 0.6 |
| 0280 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$3,824.560 |
EACH | 0.0 |
| 0285 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 375.000 |
375.000 |
$90.000 |
LF | 0.2 |
| 0290 | EROSION CONTROL BLANKET | 05950 | 9,595.000 |
9,595.000 |
$3.250 |
SQYD | 0.1 |
| 0295 | TEMP MULCH | 05952 | 220,206.000 |
220,206.000 |
$0.410 |
SQYD | 0.4 |
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | 165,154.000 |
165,154.000 |
$0.420 |
SQYD | 0.3 |
| 0305 | INITIAL FERTILIZER | 05963 | 9.100 |
9.100 |
$1,747.480 |
TON | 0.1 |
| 0310 | MAINTENANCE FERTILIZER | 05964 | 15.300 |
15.300 |
$1,747.480 |
TON | 0.1 |
| 0315 | SEEDING AND PROTECTION | 05985 | 294,887.000 |
294,887.000 |
$0.760 |
SQYD | 1.1 |
| 0320 | AGRICULTURAL LIMESTONE | 05992 | 183.000 |
183.000 |
$95.610 |
TON | 0.1 |
| 0325 | PAVE STRIPING-THERMO-4 IN W | 06540 | 1,185.000 |
1,185.000 |
$1.000 |
LF | 0.0 |
| 0330 | PAVE STRIPING-THERMO-4 IN Y | 06541 | 1,349.000 |
1,349.000 |
$1.000 |
LF | 0.0 |
| 0335 | PAVE STRIPING-THERMO-6 IN W | 06542 | 40,932.000 |
40,932.000 |
$1.200 |
LF | 0.2 |
| 0340 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 31,070.000 |
31,070.000 |
$1.200 |
LF | 0.2 |
| 0345 | PAVE STRIPING-THERMO-12 IN W | 06546 | 1,172.000 |
1,172.000 |
$4.000 |
LF | 0.0 |
| 0350 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 392.000 |
392.000 |
$6.000 |
LF | 0.0 |
| 0355 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 392.000 |
392.000 |
$6.000 |
LF | 0.0 |
| 0360 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 198.000 |
198.000 |
$10.000 |
LF | 0.0 |
| 0365 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 152.000 |
152.000 |
$10.000 |
LF | 0.0 |
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 304.000 |
304.000 |
$10.000 |
LF | 0.0 |
| 0375 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 4,494.000 |
4,494.000 |
$4.000 |
SQFT | 0.1 |
| 0380 | PAVE MARKING-THERMO CURV ARROW | 06574 | 75.000 |
75.000 |
$120.000 |
EACH | 0.0 |
| 0385 | PAVE MARKING-THERMO COMB ARROW | 06575 | 5.000 |
5.000 |
$150.000 |
EACH | 0.0 |
| 0390 | INLAID PAVEMENT MARKER-MW | 06610 | 412.000 |
412.000 |
$35.000 |
EACH | 0.1 |
| 0395 | INLAID PAVEMENT MARKER-BY | 06612 | 275.000 |
275.000 |
$35.000 |
EACH | 0.0 |
| 0400 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 3.000 |
3.000 |
$9,784.680 |
EACH | 0.1 |
| 0405 | FUEL ADJUSTMENT | 10020NS | 121,390.000 |
121,390.000 |
$1.000 |
DOLL | 0.6 |
| 0410 | ASPHALT ADJUSTMENT | 10030NS | 171,917.000 |
171,917.000 |
$1.000 |
DOLL | 0.8 |
| 0415 | OBJECT MARKER TY 3 | 20191ED | 11.000 |
11.000 |
$62.540 |
EACH | 0.0 |
| 0420 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 4,493.000 |
4,493.000 |
$0.800 |
LF | 0.0 |
| 0425 | LONGITUDINAL EDGE KEY | 21289ED | 32,284.000 |
32,284.000 |
$5.000 |
LF | 0.8 |
| 0430 | REMOVE SIGN | 21373ND | 20.000 |
20.000 |
$91.890 |
EACH | 0.0 |
| 0435 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | 689.000 |
689.000 |
$4.000 |
SQFT | 0.0 |
| 0440 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | 8.000 |
8.000 |
$3,034.740 |
EACH | 0.1 |
| 0445 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | 4.000 |
4.000 |
$1,857.600 |
EACH | 0.0 |
| 8000 | MOBILIZATION FOR MILL & TEXT | 02676 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8001 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 0.000 |
2,000.000 |
$25.000 |
TON | 0.0 |
| 8002 | LEVELING & WEDGING PG64-22 | 00190 | 0.000 |
2,000.000 |
$112.000 |
TON | 0.0 |
| 8003 | LEVELING & WEDGING PG76-22 | 00194 | 0.000 |
500.000 |
$132.000 |
TON | 0.0 |
| 8004 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 0.000 |
144,000.000 |
$0.270 |
LF | 0.0 |
| 8005 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 0.000 |
2,500.000 |
$0.270 |
LF | 0.0 |
| 8006 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | 0.000 |
150.000 |
$7.350 |
LF | 0.0 |
| 8007 | PAVE MARK-PAINT ARROWS | 20208NC | 0.000 |
30.000 |
$68.250 |
EACH | 0.0 |
| 8008 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
2,500.000 |
$0.230 |
LF | 0.0 |
Category Total $8,215,075.92 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0450 | ENTRANCE PIPE-15 IN | 00440 | 72.000 |
72.000 |
$55.000 |
LF | 0.0 |
| 0455 | ENTRANCE PIPE-18 IN | 00441 | 83.000 |
83.000 |
$65.000 |
LF | 0.0 |
| 0460 | CULVERT PIPE-18 IN | 00462 | 70.000 |
70.000 |
$120.000 |
LF | 0.0 |
| 0465 | CULVERT PIPE-24 IN | 00464 | 193.000 |
193.000 |
$150.000 |
LF | 0.1 |
| 0470 | CULVERT PIPE-30 IN | 00466 | 89.000 |
89.000 |
$180.000 |
LF | 0.1 |
| 0475 | CULVERT PIPE-36 IN | 00468 | 112.000 |
112.000 |
$250.000 |
LF | 0.1 |
| 0480 | CULVERT PIPE-48 IN | 00470 | 17.000 |
17.000 |
$350.000 |
LF | 0.0 |
| 0485 | STORM SEWER PIPE-15 IN | 00521 | 140.000 |
140.000 |
$75.000 |
LF | 0.1 |
| 0490 | STORM SEWER PIPE-18 IN | 00522 | 84.500 |
84.500 |
$85.000 |
LF | 0.0 |
| 0495 | PIPE CULVERT HEADWALL-18 IN | 01204 | 3.000 |
3.000 |
$1,650.000 |
EACH | 0.0 |
| 0500 | PIPE CULVERT HEADWALL-24 IN | 01208 | 10.000 |
10.000 |
$1,980.000 |
EACH | 0.1 |
| 0505 | PIPE CULVERT HEADWALL-30 IN | 01210 | 4.000 |
4.000 |
$3,250.000 |
EACH | 0.1 |
| 0510 | PIPE CULVERT HEADWALL-36 IN | 01212 | 6.000 |
6.000 |
$3,350.000 |
EACH | 0.1 |
| 0515 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
2.000 |
$4,300.000 |
EACH | 0.0 |
| 0520 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.1 |
| 0525 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$5,500.000 |
EACH | 0.0 |
| 0530 | DROP BOX INLET TYPE 6F | 01535 | 1.000 |
1.000 |
$7,200.000 |
EACH | 0.0 |
| 0535 | FLUME INLET TYPE 2 | 01691 | 2.000 |
2.000 |
$8,200.000 |
EACH | 0.1 |
| 0540 | CONCRETE-CLASS A | 08100 | 4.500 |
4.500 |
$1,500.000 |
CUYD | 0.0 |
| 0545 | PVC FOLD AND FORM PIPE LINER-24 IN (REVISED 8/12/2024) | 24863EC | 173.000 |
173.000 |
$174.350 |
LF | 0.1 |
| 0550 | PVC FOLD AND FORM PIPE LINER-30 IN (REVISED 8-12-2024) | 24864EC | 161.000 |
161.000 |
$198.880 |
LF | 0.2 |
| 0555 | DRAINAGE JUNCTION BOX TY B | 23952EC | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0560 | BORE AND JACK PIPE-36 IN | 24186EC | 143.000 |
143.000 |
$880.000 |
LF | 0.6 |
| 0565 | PIPELINE INSPECTION | 24814EC | 981.000 |
981.000 |
$2.550 |
LF | 0.0 |
| 1095 | CLEAN PIPE STRUCTURE (ADDED 8-12-2024) | 03262 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 8009 | CULVERT PIPE-54 IN | 00471 | 0.000 |
80.000 |
$305.000 |
LF | 0.0 |
| 8010 | CULVERT PIPE-96 IN | 00478 | 0.000 |
80.000 |
$932.000 |
LF | 0.0 |
Category Total $430,181.28 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE- #28886 - RCBC - HAL ROGERS PARKWAY STA. 182+52.71 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0570 | REMOVE CONCRETE MASONRY | 02403 | 17.200 |
17.200 |
$533.000 |
CUYD | 0.0 |
| 0575 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$752.000 |
CUYD | 0.0 |
| 0580 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$24,500.000 |
LS | 0.1 |
| 0585 | CONCRETE-CLASS A | 08100 | 41.900 |
41.900 |
$3,435.000 |
CUYD | 0.7 |
| 0590 | STEEL REINFORCEMENT | 08150 | 3,409.000 |
3,409.000 |
$4.700 |
LB | 0.1 |
Category Total $203,392.40 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE- #28887 - HAL ROGERS PARKWAY STA. 245+89.46 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0595 | STRUCTURE GRANULAR BACKFILL | 02231 | 438.000 |
438.000 |
$69.000 |
CUYD | 0.1 |
| 0600 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0605 | ARMORED EDGE FOR CONCRETE | 03299 | 144.000 |
144.000 |
$130.000 |
LF | 0.1 |
| 0610 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$75,400.000 |
LS | 0.4 |
| 0615 | CYCLOPEAN STONE RIP RAP | 08019 | 1,124.000 |
1,124.000 |
$51.000 |
TON | 0.3 |
| 0620 | TEST PILES | 08033 | 44.000 |
44.000 |
$130.000 |
LF | 0.0 |
| 0625 | PILES-STEEL HP14X89 | 08051 | 299.000 |
299.000 |
$150.000 |
LF | 0.2 |
| 0630 | PILES-14 IN | 08067 | 18.000 |
18.000 |
$340.000 |
LF | 0.0 |
| 0635 | CONCRETE-CLASS A | 08100 | 107.200 |
107.200 |
$1,150.000 |
CUYD | 0.6 |
| 0640 | CONCRETE-CLASS AA | 08104 | 191.700 |
191.700 |
$1,350.000 |
CUYD | 1.2 |
| 0645 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | 33.000 |
33.000 |
$139.000 |
EACH | 0.0 |
| 0650 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 47,937.000 |
47,937.000 |
$2.500 |
LB | 0.6 |
| 0655 | PRECAST PC BOX BEAM SB27 | 08670 | 819.500 |
819.500 |
$350.000 |
LF | 1.4 |
| 0660 | CONCRETE SEALING | 23378EC | 8,738.000 |
8,738.000 |
$2.000 |
SQFT | 0.1 |
| 0665 | DECK DRAIN | 23813EC | 2.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
| 0670 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | 21.000 |
21.000 |
$219.000 |
EACH | 0.0 |
| 0675 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 152.000 |
152.000 |
$200.000 |
LF | 0.1 |
Category Total $1,088,260.50 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE- #28888 - SLATE LICK RD STA. 107+48.89 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0680 | STRUCTURE GRANULAR BACKFILL | 02231 | 438.000 |
438.000 |
$55.000 |
CUYD | 0.1 |
| 0685 | ARMORED EDGE FOR CONCRETE | 03299 | 66.200 |
66.200 |
$190.000 |
LF | 0.1 |
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 219.000 |
219.000 |
$175.000 |
CUYD | 0.2 |
| 0695 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$40,500.000 |
LS | 0.2 |
| 0700 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 420.000 |
420.000 |
$72.000 |
TON | 0.1 |
| 0705 | TEST PILES | 08033 | 52.000 |
52.000 |
$150.000 |
LF | 0.0 |
| 0710 | PRE-DRILLING FOR PILES | 08039 | 328.000 |
328.000 |
$650.000 |
LF | 1.0 |
| 0715 | PILES-STEEL HP14X89 | 08051 | 356.000 |
356.000 |
$154.000 |
LF | 0.3 |
| 0720 | CONCRETE-CLASS A | 08100 | 211.600 |
211.600 |
$1,200.000 |
CUYD | 1.2 |
| 0725 | CONCRETE-CLASS AA | 08104 | 259.600 |
259.600 |
$1,300.000 |
CUYD | 1.6 |
| 0730 | STEEL REINFORCEMENT | 08150 | 21,604.000 |
21,604.000 |
$2.500 |
LB | 0.3 |
| 0735 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 90,958.000 |
90,958.000 |
$2.500 |
LB | 1.1 |
| 0740 | PRECAST PC I BEAM TYPE 3 | 08633 | 769.300 |
769.300 |
$660.000 |
LF | 2.4 |
| 0745 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | 36.000 |
36.000 |
$3,900.000 |
LF | 0.7 |
| 0750 | ROCK SOUNDINGS | 20745ED | 44.200 |
44.200 |
$130.000 |
LF | 0.0 |
| 0755 | ROCK CORINGS | 20746ED | 98.200 |
98.200 |
$210.000 |
LF | 0.1 |
| 0760 | CONCRETE SEALING | 23378EC | 17,216.000 |
17,216.000 |
$2.000 |
SQFT | 0.2 |
| 0765 | DECK DRAIN | 23813EC | 12.000 |
12.000 |
$850.000 |
EACH | 0.0 |
| 0770 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 392.000 |
392.000 |
$200.000 |
LF | 0.4 |
Category Total $2,091,900.00 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE- #28889 - RCBC - JOHNSON RD STA. 50+85.87 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0775 | REMOVE CONCRETE MASONRY | 02403 | 11.400 |
11.400 |
$800.000 |
CUYD | 0.0 |
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$355.000 |
CUYD | 0.0 |
| 0785 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$26,500.000 |
LS | 0.1 |
| 0790 | CONCRETE-CLASS A | 08100 | 34.800 |
34.800 |
$3,621.000 |
CUYD | 0.6 |
| 0795 | STEEL REINFORCEMENT | 08150 | 3,574.000 |
3,574.000 |
$2.600 |
LB | 0.0 |
Category Total $175,538.20 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0800 | TRENCHING AND BACKFILLING | 04820 | 3,770.000 |
3,770.000 |
$5.000 |
LF | 0.1 |
| 0805 | CABLE-NO. 14/5C | 04844 | 4,725.000 |
4,725.000 |
$2.250 |
LF | 0.1 |
| 0810 | CABLE-NO. 14/7C | 04845 | 3,900.000 |
3,900.000 |
$2.500 |
LF | 0.0 |
| 0815 | ANCHOR | 04884 | 4.000 |
4.000 |
$450.000 |
EACH | 0.0 |
| 0820 | MESSENGER-15400 LB | 04886 | 1,740.000 |
1,740.000 |
$5.000 |
LF | 0.0 |
| 0825 | INSTALL STEEL STRAIN POLE | 04932 | 14.000 |
14.000 |
$8,000.000 |
EACH | 0.5 |
| 0830 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 20.000 |
20.000 |
$250.000 |
EACH | 0.0 |
| 0835 | INSTALL SPAN MOUNTED SIGN | 06472 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 0840 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 21.000 |
21.000 |
$350.000 |
EACH | 0.0 |
| 0845 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 0850 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 4.000 |
4.000 |
$350.000 |
EACH | 0.0 |
| 0855 | INSTALL COORDINATING UNIT | 20390NS835 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0860 | INSTALL LED BEACON-12 IN | 20408ES835 | 14.000 |
14.000 |
$250.000 |
EACH | 0.0 |
| 0865 | TRAFFIC SIGNAL POLE BASE | 23157EN | 65.000 |
65.000 |
$300.000 |
CUYD | 0.1 |
| 0870 | ADVANCE WARNING FLASHER | 24525EC | 3.000 |
3.000 |
$7,500.000 |
EACH | 0.1 |
| 0875 | TETHER WIRE | 24528ED | 600.000 |
600.000 |
$5.000 |
LF | 0.0 |
| 0880 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 3,775.000 |
3,775.000 |
$4.000 |
LF | 0.1 |
| 0885 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 240.000 |
240.000 |
$6.000 |
LF | 0.0 |
| 0890 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 2.000 |
2.000 |
$12,000.000 |
EACH | 0.1 |
| 0895 | REMOVE SIGNAL EQUIPMENT | 24955ED | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 0900 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 16.000 |
16.000 |
$1,000.000 |
EACH | 0.1 |
| 0905 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
Category Total $294,471.25 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0009 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | POLE 40 FT MTG HT | 04701 | 19.000 |
19.000 |
$3,250.000 |
EACH | 0.3 |
| 0915 | BRACKET 15 FT | 04725 | 19.000 |
19.000 |
$850.000 |
EACH | 0.1 |
| 0920 | POLE BASE | 04740 | 19.000 |
19.000 |
$1,500.000 |
EACH | 0.1 |
| 0925 | TRANSFORMER BASE | 04750 | 19.000 |
19.000 |
$1,200.000 |
EACH | 0.1 |
| 0930 | FUSED CONNECTOR KIT | 04780 | 38.000 |
38.000 |
$150.000 |
EACH | 0.0 |
| 0935 | TRENCHING AND BACKFILLING | 04820 | 2,255.000 |
2,255.000 |
$5.000 |
LF | 0.1 |
| 0940 | WIRE-NO. 12 | 04832 | 1,045.000 |
1,045.000 |
$1.000 |
LF | 0.0 |
| 0945 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.0 |
| 0950 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 6.000 |
6.000 |
$1,500.000 |
EACH | 0.0 |
| 0955 | BORE AND JACK CONDUIT | 21543EN | 885.000 |
885.000 |
$30.000 |
LF | 0.1 |
| 0960 | WIRE-NO. 10 | 23778EC | 9,525.000 |
9,525.000 |
$1.500 |
LF | 0.1 |
| 0965 | LED LUMINAIRE | 24589ED | 19.000 |
19.000 |
$750.000 |
EACH | 0.1 |
| 0970 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 2,125.000 |
2,125.000 |
$4.000 |
LF | 0.0 |
| 0975 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 855.000 |
855.000 |
$6.000 |
LF | 0.0 |
Category Total $232,437.50 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0011 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | S ENCASEMENT STEEL BORED RANGE 4 16 IN | 15017 | 210.000 |
210.000 |
$650.000 |
LF | 0.7 |
| 1055 | S MANHOLE 4 FT | 15092 | 5.000 |
5.000 |
$6,500.000 |
EACH | 0.2 |
| 1060 | S MANHOLE ABANDON/REMOVE | 15093 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.0 |
| 1065 | S MANHOLE TAP EXISTING | 15099 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 1070 | S PIPE PVC 08 INCH | 15112 | 330.000 |
330.000 |
$118.000 |
LF | 0.2 |
| 1075 | S PIPE PVC 12 INCH | 15114 | 727.000 |
727.000 |
$178.000 |
LF | 0.6 |
| 1080 | PAVEMENT REPLACEMENT | 23340EC | 33.000 |
33.000 |
$300.000 |
TON | 0.0 |
Category Total $356,646.00 |
| SM- Project | DE06390062411 | CATEGORY NUMBER | 0012 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1085 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$898,000.000 |
LS | 4.3 |
| 1090 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$293,940.000 |
LS | 1.4 |
Category Total $1,191,940.00 |