|
Item List 071112 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 071112 | Primary Project Number | DE10600640712 |
| Contract Description | LOUISVILLE-LEXINGTON ROAD (I-64) | ||
| Primary County | SHELBY | Fed/St Number | IM 64-3 (045) 38 |
| Vendor ID | 03024 | Vendor Name | HG MAYS CORPJ/V MAGO CONST LLC J/V LOUISVILLE PAVING CO INC |
| Bid Amount | $ 57,529,827.63 | ||
| SM- Project | DE10600640712 |
| Fed/State Number | IM 64-3 (045) 38 |
| Project Description | LOUISVILLE-LEXINGTON ROAD (I-64) |
| *********** |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 215,856.000 |
215,856.000 |
$17.250 |
TON | 6.5 |
| 0020 | CRUSHED STONE BASE | 00003 | 3,099.000 |
3,099.000 |
$25.000 |
TON | 0.1 |
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 132,429.000 |
132,429.000 |
$37.000 |
TON | 8.5 |
| 0040 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 59,700.000 |
59,700.000 |
$17.950 |
TON | 1.9 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 305.000 |
305.000 |
$63.000 |
TON | 0.0 |
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | 688.000 |
688.000 |
$47.000 |
TON | 0.1 |
| 0070 | LEVELING & WEDGING PG64-22 | 00190 | 9,971.000 |
9,971.000 |
$54.000 |
TON | 0.9 |
| 0080 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | 400.000 |
400.000 |
$75.000 |
TON | 0.1 |
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 122,870.000 |
122,870.000 |
$46.000 |
TON | 9.8 |
| 0100 | CL3 ASPH BASE 1.00D PG64-22 TRENCH CAP | 00214 | 139.000 |
139.000 |
$79.500 |
TON | 0.0 |
| 0110 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | 133,409.000 |
149,982.000 |
$47.000 |
TON | 10.9 |
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 43,463.000 |
26,890.000 |
$53.000 |
TON | 4.0 |
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | 90.000 |
90.000 |
$600.000 |
TON | 0.1 |
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | 198,445.000 |
198,445.000 |
$2.250 |
TON | 0.8 |
| 0150 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 14,053.000 |
14,053.000 |
$52.000 |
TON | 1.3 |
| 0160 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 21,573.000 |
0.000 |
$62.500 |
TON | 2.3 |
| 0170 | ENTRANCE PIPE-15 INCH | 00440 | 154.000 |
154.000 |
$33.250 |
LF | 0.0 |
| 0180 | CULVERT PIPE-15 INCH | 00461 | 72.000 |
72.000 |
$55.000 |
LF | 0.0 |
| 0190 | CULVERT PIPE-18 INCH | 00462 | 869.000 |
869.000 |
$48.000 |
LF | 0.1 |
| 0200 | CULVERT PIPE-24 INCH | 00464 | 621.000 |
621.000 |
$56.000 |
LF | 0.1 |
| 0210 | CULVERT PIPE-30 INCH | 00466 | 157.000 |
157.000 |
$91.000 |
LF | 0.0 |
| 0220 | CULVERT PIPE-36 INCH | 00468 | 136.000 |
136.000 |
$107.000 |
LF | 0.0 |
| 0230 | CULVERT PIPE-42 INCH | 00469 | 135.000 |
135.000 |
$131.000 |
LF | 0.0 |
| 0240 | CULVERT PIPE-48 INCH | 00470 | 99.000 |
99.000 |
$156.000 |
LF | 0.0 |
| 0250 | CULVERT PIPE-54 INCH | 00471 | 58.000 |
58.000 |
$186.000 |
LF | 0.0 |
| 0260 | CULVERT PIPE-72 INCH | 00474 | 15.000 |
15.000 |
$302.000 |
LF | 0.0 |
| 0270 | STORM SEWER PIPE-15 INCH | 00521 | 3,131.000 |
3,131.000 |
$41.500 |
LF | 0.2 |
| 0280 | PERFORATED PIPE-4 INCH | 01000 | 98,690.000 |
98,690.000 |
$3.900 |
LF | 0.7 |
| 0290 | PERFORATED PIPE-6 INCH | 01001 | 8,060.000 |
8,060.000 |
$4.350 |
LF | 0.1 |
| 0300 | NON-PERFORATED PIPE-4 INCH | 01010 | 9,150.000 |
9,150.000 |
$9.000 |
LF | 0.1 |
| 0310 | NON-PERFORATED PIPE-6 INCH | 01011 | 3,865.000 |
3,865.000 |
$10.000 |
LF | 0.1 |
| 0320 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$24,880.000 |
LS | 0.0 |
| 0330 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 82.000 |
82.000 |
$412.000 |
EACH | 0.1 |
| 0340 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 1.000 |
1.000 |
$412.000 |
EACH | 0.0 |
| 0350 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 9.000 |
9.000 |
$412.000 |
EACH | 0.0 |
| 0360 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 71.000 |
71.000 |
$430.000 |
EACH | 0.1 |
| 0370 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 10.000 |
10.000 |
$430.000 |
EACH | 0.0 |
| 0380 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 130.000 |
130.000 |
$430.000 |
EACH | 0.1 |
| 0390 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 2.000 |
2.000 |
$430.000 |
EACH | 0.0 |
| 0400 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 410.000 |
410.000 |
$35.000 |
LF | 0.0 |
| 0410 | PLUG PIPE | 01314 | 4.000 |
4.000 |
$650.000 |
EACH | 0.0 |
| 0420 | METAL END SECTION TY 1-15 INCH | 01370 | 15.000 |
15.000 |
$875.000 |
EACH | 0.0 |
| 0430 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 3.000 |
3.000 |
$2,200.000 |
EACH | 0.0 |
| 0440 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 10.000 |
10.000 |
$2,500.000 |
EACH | 0.0 |
| 0450 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 3.000 |
3.000 |
$3,800.000 |
EACH | 0.0 |
| 0460 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 1.000 |
1.000 |
$5,250.000 |
EACH | 0.0 |
| 0470 | CURB BOX INLET TYPE B | 01480 | 12.000 |
12.000 |
$3,200.000 |
EACH | 0.1 |
| 0480 | DROP BOX INLET TYPE 5A | 01502 | 1.000 |
1.000 |
$3,700.000 |
EACH | 0.0 |
| 0490 | DROP BOX INLET TYPE 5F | 01517 | 10.000 |
10.000 |
$3,600.000 |
EACH | 0.1 |
| 0500 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$8,200.000 |
EACH | 0.0 |
| 0510 | JUNCTION BOX-30 INCH | 01644 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0520 | JUNCTION BOX-36 INCH | 01645 | 1.000 |
1.000 |
$2,300.000 |
EACH | 0.0 |
| 0530 | JUNCTION BOX-42 INCH | 01646 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0540 | ADJUST INLET | 01719 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 0550 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 4.000 |
4.000 |
$160.000 |
EACH | 0.0 |
| 0560 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 2.000 |
2.000 |
$210.000 |
EACH | 0.0 |
| 0570 | MANHOLE TYPE C | 01767 | 3.000 |
3.000 |
$4,300.000 |
EACH | 0.0 |
| 0580 | STANDARD CURB AND GUTTER | 01810 | 515.000 |
515.000 |
$25.000 |
LF | 0.0 |
| 0590 | ISLAND CURB AND GUTTER | 01825 | 800.000 |
800.000 |
$22.500 |
LF | 0.0 |
| 0600 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 120.000 |
120.000 |
$3.800 |
EACH | 0.0 |
| 0610 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 105.000 |
105.000 |
$3.800 |
EACH | 0.0 |
| 0620 | DELINEATOR FOR BARRIER-WHITE | 01984 | 1,564.000 |
1,564.000 |
$5.000 |
EACH | 0.0 |
| 0630 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 1,550.000 |
1,550.000 |
$5.000 |
EACH | 0.0 |
| 0640 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0650 | BREAKING AND SEATING PAVEMENT | 02107 | 155,520.000 |
155,520.000 |
$0.500 |
SQYD | 0.1 |
| 0660 | TEMPORARY DITCH | 02159 | 28,200.000 |
28,200.000 |
$2.500 |
LF | 0.1 |
| 0670 | ROADWAY EXCAVATION | 02200 | 704,545.000 |
704,545.000 |
$6.900 |
CUYD | 8.5 |
| 0680 | REMOVE & RESET FENCE | 02267 | 1,450.000 |
1,450.000 |
$5.350 |
LF | 0.0 |
| 0690 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 39,687.500 |
39,687.500 |
$16.300 |
LF | 1.1 |
| 0700 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 150.000 |
150.000 |
$24.450 |
LF | 0.0 |
| 0710 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$42.500 |
EACH | 0.0 |
| 0720 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 20.000 |
20.000 |
$2,020.000 |
EACH | 0.1 |
| 0730 | CRASH CUSHION TYPE IX-A | 02365 | 1.000 |
1.000 |
$5,125.000 |
EACH | 0.0 |
| 0740 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 50.000 |
50.000 |
$444.000 |
EACH | 0.0 |
| 0750 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 2.000 |
2.000 |
$760.000 |
EACH | 0.0 |
| 0760 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 28.000 |
28.000 |
$495.000 |
EACH | 0.0 |
| 0770 | REMOVE GUARDRAIL | 02381 | 1,820.000 |
1,820.000 |
$1.200 |
LF | 0.0 |
| 0780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 11.000 |
11.000 |
$232.750 |
EACH | 0.0 |
| 0790 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 28.000 |
28.000 |
$1,945.000 |
EACH | 0.1 |
| 0800 | TEMPORARY GUARDRAIL | 02397 | 2,225.000 |
2,225.000 |
$7.120 |
LF | 0.0 |
| 0810 | CHANNEL LINING CLASS III | 02484 | 5,805.000 |
5,805.000 |
$29.950 |
TON | 0.3 |
| 0820 | CLEARING AND GRUBBING 87 ACRES | 02545 | 1.000 |
1.000 |
$623,000.000 |
LS | 1.1 |
| 0830 | SIGNS | 02562 | 1,995.000 |
1,995.000 |
$5.000 |
SQFT | 0.0 |
| 0840 | PROJECT CPM SCHEDULE | 02570 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.0 |
| 0850 | DITCHING AND SHOULDERING | 02575 | 3,360.000 |
3,360.000 |
$5.000 |
LF | 0.0 |
| 0860 | EDGE KEY ASPHALT | 02585 | 375.000 |
375.000 |
$125.000 |
LF | 0.1 |
| 0870 | EDGE KEY CONCRETE | 02585 | 150.000 |
150.000 |
$135.000 |
LF | 0.0 |
| 0880 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 278,289.000 |
278,289.000 |
$1.300 |
SQYD | 0.6 |
| 0890 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$1,081,564.000 |
LS | 1.9 |
| 0900 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 8.000 |
8.000 |
$18,285.000 |
EACH | 0.3 |
| 0910 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0920 | ASPH PAVE MILLING & TEXTURING | 02677 | 18,774.000 |
18,774.000 |
$19.250 |
TON | 0.6 |
| 0930 | TEMPORARY SILT FENCE | 02701 | 56,400.000 |
56,400.000 |
$3.000 |
LF | 0.3 |
| 0940 | SILT TRAP TYPE A | 02703 | 178.000 |
178.000 |
$400.000 |
EACH | 0.1 |
| 0950 | SILT TRAP TYPE B | 02704 | 178.000 |
178.000 |
$350.000 |
EACH | 0.1 |
| 0960 | CLEAN SILT TRAP TYPE A | 02706 | 1,068.000 |
1,068.000 |
$25.000 |
EACH | 0.0 |
| 0970 | CLEAN SILT TRAP TYPE B | 02707 | 1,068.000 |
1,068.000 |
$25.000 |
EACH | 0.0 |
| 0980 | CLEAN TEMPORARY SILT FENCE | 02709 | 56,400.000 |
56,400.000 |
$1.000 |
LF | 0.1 |
| 0990 | STAKING | 02726 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.0 |
| 1000 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$4,500.000 |
EACH | 0.0 |
| 1010 | CRASH CUSHION TYPE VI-T | 02894 | 11.000 |
11.000 |
$3,250.000 |
EACH | 0.1 |
| 1020 | RELOCATE CRASH CUSHION | 02898 | 7.000 |
7.000 |
$1,300.000 |
EACH | 0.0 |
| 1030 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 57,300.000 |
58,300.000 |
$37.750 |
LF | 3.8 |
| 1040 | EROSION CONTROL BLANKET | 05950 | 8,500.000 |
8,500.000 |
$1.210 |
SQYD | 0.0 |
| 1050 | TEMPORARY MULCH | 05952 | 861,520.000 |
861,520.000 |
$0.120 |
SQYD | 0.2 |
| 1060 | TEMP SEEDING AND PROTECTION | 05953 | 861,520.000 |
861,520.000 |
$0.150 |
SQYD | 0.2 |
| 1070 | TOPDRESSING FERTILIZER | 05966 | 45.000 |
45.000 |
$470.000 |
TON | 0.0 |
| 1080 | SEEDING AND PROTECTION | 05985 | 454,186.000 |
454,186.000 |
$0.270 |
SQYD | 0.2 |
| 1090 | FLEXIBLE DELINEATOR POST-W | 06417 | 320.000 |
320.000 |
$25.850 |
EACH | 0.0 |
| 1100 | FLEXIBLE DELINEATOR POST-Y | 06418 | 276.000 |
276.000 |
$25.850 |
EACH | 0.0 |
| 1110 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 7,027.000 |
7,027.000 |
$0.140 |
LF | 0.0 |
| 1120 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 275,513.000 |
275,513.000 |
$0.180 |
LF | 0.1 |
| 1130 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 19,371.000 |
19,371.000 |
$0.140 |
LF | 0.0 |
| 1140 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 5,560.000 |
5,560.000 |
$1.000 |
LF | 0.0 |
| 1150 | PAVE STRIPING REMOVAL-6 INCH | 06531 | 76,531.000 |
76,531.000 |
$0.600 |
LF | 0.1 |
| 1160 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 4,200.000 |
4,200.000 |
$1.500 |
LF | 0.0 |
| 1170 | PAVE STRIPING-TEMP NR TAPE-W | 06552 | 1,350.000 |
1,350.000 |
$0.750 |
LF | 0.0 |
| 1180 | PAVE STRIPING-TEMP NR TAPE-Y | 06553 | 1,090.000 |
1,090.000 |
$0.750 |
LF | 0.0 |
| 1190 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 30.000 |
30.000 |
$7.000 |
LF | 0.0 |
| 1200 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 9,486.000 |
9,486.000 |
$0.500 |
SQFT | 0.0 |
| 1210 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 4.000 |
4.000 |
$70.000 |
EACH | 0.0 |
| 1220 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
| 1230 | PAVEMENT MARKER TYPE IV-MW | 06580 | 768.000 |
768.000 |
$5.000 |
EACH | 0.0 |
| 1240 | PAVEMENT MARKER TYPE IV-BY | 06582 | 30.000 |
30.000 |
$5.000 |
EACH | 0.0 |
| 1250 | PAVEMENT MARKER TYPE IV-B W/R | 06583 | 21.000 |
21.000 |
$5.000 |
EACH | 0.0 |
| 1260 | PAVEMENT MARKER TYPE V-BY | 06591 | 45.000 |
45.000 |
$18.000 |
EACH | 0.0 |
| 1270 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,633.000 |
1,633.000 |
$18.000 |
EACH | 0.1 |
| 1280 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 70.000 |
70.000 |
$18.000 |
EACH | 0.0 |
| 1290 | CONCRETE-CLASS A | 08100 | 104.000 |
126.700 |
$1,100.000 |
CUYD | 0.2 |
| 1300 | STEEL REINFORCEMENT | 08150 | 6,598.000 |
8,175.000 |
$2.000 |
LB | 0.0 |
| 1310 | LOT PAY ADJUSTMENT | 10000NS | 453,253.000 |
453,253.000 |
$1.000 |
DOLL | 0.8 |
| 1320 | FUEL ADJUSTMENT | 10020NS | 244,329.000 |
244,329.000 |
$1.000 |
DOLL | 0.4 |
| 1330 | ASPHALT ADJUSTMENT | 10030NS | 504,000.000 |
504,000.000 |
$1.000 |
DOLL | 0.9 |
| 1340 | BORE & JACK ENCASEMENT PIPE | 20086ES706 | 410.000 |
410.000 |
$150.000 |
LF | 0.1 |
| 1350 | REMOVE & RESET TRAFFIC SIGN | 20194ED | 77.000 |
77.000 |
$282.250 |
EACH | 0.0 |
| 1360 | RELOCATE CONC BARRIER WALL | 20318ES508 | 56,920.000 |
56,920.000 |
$2.000 |
LF | 0.2 |
| 1370 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 124,050.000 |
124,050.000 |
$0.270 |
LF | 0.1 |
| 1380 | MAINTAIN LIGHTING | 20410ED | 1.000 |
1.000 |
$3,819.000 |
LS | 0.0 |
| 1390 | SILT TRAP TYPE C | 20496NS843 | 178.000 |
178.000 |
$450.000 |
EACH | 0.1 |
| 1400 | CLEAN SILT TRAP TYPE C | 20497NS843 | 1,068.000 |
1,068.000 |
$25.000 |
EACH | 0.0 |
| 1410 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 1420 | HIGH SLUMP 3000 PSI GROUT | 20911ED | 575.000 |
575.000 |
$140.000 |
CUYD | 0.1 |
| 1430 | STABILIZED ROCK CONSTRUCTION ENTRANCE | 21155ND | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.0 |
| 1440 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | 97,762.000 |
97,762.000 |
$0.210 |
LF | 0.0 |
| 1450 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | 66,737.000 |
66,737.000 |
$0.210 |
LF | 0.0 |
| 1460 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | 3,795.000 |
3,795.000 |
$2.000 |
SQYD | 0.0 |
| 1470 | TEMPORARY APPROACH | 21973NN | 1.000 |
1.000 |
$45,000.000 |
LS | 0.1 |
| 1480 | UNDERDRAIN CLEANOUT-6 IN | 21974NN | 31.000 |
31.000 |
$260.000 |
EACH | 0.0 |
| 8001 | JUNCTION BOX-54 INCH | 01648 | 0.000 |
1.000 |
$4,450.000 |
EACH | 0.0 |
| 8002 | JUNCTION BOX-72 IN | 22619NN | 0.000 |
1.000 |
$5,500.000 |
EACH | 0.0 |
| 8003 | CONCRETE BARRIER WALL MODIFIED Type 9T with pin system | 02000 | 0.000 |
3,860.000 |
$36.600 |
LF | 0.0 |
| 8004 | MAINTAIN & CONTROL TRAFFIC For Retrofit of Type 9T Barrier Wall | 02650 | 0.000 |
1.000 |
$73,830.000 |
LS | 0.0 |
| 8005 | CL4 ASPH SURF 0.38A PG64-22 | 23128ES403 | 0.000 |
21,573.000 |
$60.390 |
TON | 0.0 |
| 8020 | GMSS GALV STEEL TYPE A | 06400 | 0.000 |
5,163.000 |
$1.650 |
LB | 0.0 |
| 8021 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8022 | LIQUIDATED DAMAGES | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8023 | NON-SPEC MATERIAL Yellow Waterborne Traffic Paint | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8024 | NON-SPEC MATERIAL RS-2 | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8030 | GMSS GALV STEEL TYPE C | 20815ED | 0.000 |
840.000 |
$5.030 |
LB | 0.0 |
| 8040 | CONCRETE-CLASS A | 08100 | 0.000 |
16.740 |
$524.000 |
CUYD | 0.0 |
| 8050 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 0.000 |
950.000 |
$1.870 |
LB | 0.0 |
| 8060 | SBM ALUMINUM PANEL SIGNS | 06405 | 0.000 |
754.000 |
$18.660 |
SQFT | 0.0 |
| 8070 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | 0.000 |
183.020 |
$10.630 |
SQFT | 0.0 |
| 8080 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 0.000 |
634.490 |
$11.950 |
SQFT | 0.0 |
| 8090 | STEEL POST TYPE 1 | 06410 | 0.000 |
663.000 |
$14.180 |
LF | 0.0 |
| 8100 | STEEL POST TYPE 2 | 06411 | 0.000 |
318.000 |
$6.740 |
LF | 0.0 |
| 8110 | STEEL POST MILE MARKERS | 06412 | 0.000 |
12.000 |
$166.490 |
EACH | 0.0 |
| 8120 | GMSS TYPE D | 21596ND | 0.000 |
10.000 |
$359.520 |
EACH | 0.0 |
| 8130 | REFERENCE MARKER | 04903 | 0.000 |
48.000 |
$154.190 |
EACH | 0.0 |
| 8140 | REMOVE SIGN SUPPORT BEAM | 06451 | 0.000 |
10.000 |
$145.520 |
EACH | 0.0 |
| 8150 | REMOVE SIGN | 21373ND | 0.000 |
9.000 |
$1.070 |
EACH | 0.0 |
| 8160 | ROADWAY CROSS SECTION | 20419ED | 0.000 |
5.000 |
$107.000 |
EACH | 0.0 |
| 8300 | DGA BASE | 00001 | 0.000 |
460.200 |
$28.320 |
TON | 0.0 |
| 8310 | ASPHALT SEAL AGGREGATE | 00100 | 0.000 |
47.950 |
$76.210 |
TON | 0.0 |
| 8320 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 0.000 |
3,566.970 |
$72.610 |
TON | 0.0 |
| 8330 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.000 |
3.890 |
$1,100.000 |
TON | 0.0 |
| 8340 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 0.000 |
1,654.190 |
$89.780 |
TON | 0.0 |
| 8350 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 0.000 |
1.000 |
$855.000 |
EACH | 0.0 |
| 8360 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
912.500 |
$11.500 |
LF | 0.0 |
| 8370 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
1.000 |
$1,925.000 |
EACH | 0.0 |
| 8380 | SIGNS | 02562 | 0.000 |
480.000 |
$4.500 |
SQFT | 0.0 |
| 8390 | EDGE KEY | 02585 | 0.000 |
120.000 |
$93.500 |
LF | 0.0 |
| 8400 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$35,675.000 |
LS | 0.0 |
| 8410 | EW~ Asphalt Milling and Texturing | 10090NX | 0.000 |
1.000 |
$90,670.000 |
LS | 0.0 |
| 8420 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | 0.000 |
7,160.000 |
$1.000 |
LF | 0.0 |
| 8430 | STAKING | 02726 | 0.000 |
1.000 |
$23,540.000 |
LS | 0.0 |
| 8440 | FLASHING ARROW 03 | 02775 | 0.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 8450 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 0.000 |
17,022.000 |
$0.360 |
LF | 0.0 |
| 8460 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
1,998.000 |
$1.600 |
LF | 0.0 |
| 8470 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
983.000 |
$1.600 |
LF | 0.0 |
| 8480 | PAVE MARKING-THERMO MERGE ARROW | 06578 | 0.000 |
4.000 |
$481.500 |
EACH | 0.0 |
| 8490 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 0.000 |
42.000 |
$48.150 |
EACH | 0.0 |
| 8510 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
74.000 |
$7.500 |
EACH | 0.0 |
| 8520 | LAW ENFORCMENT OFFICER | 20411ED | 0.000 |
200.000 |
$38.910 |
HOUR | 0.0 |
| 8530 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 0.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 8540 | WATERBLAST STRIPE REMOVAL | 23237EN10W | 0.000 |
1,930.000 |
$2.140 |
LF | 0.0 |
| 8550 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | 0.000 |
4,774.000 |
$0.520 |
LF | 0.0 |
| 8560 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | 0.000 |
4,804.000 |
$0.520 |
LF | 0.0 |
| 8570 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | 0.000 |
8.000 |
$53.500 |
EACH | 0.0 |
| 8580 | REMOVE THERMOPLASTIC ARROWS | 23875NC | 0.000 |
2.000 |
$240.000 |
EACH | 0.0 |
| 8590 | LEVELING & WEDGING PG76-22 | 00194 | 0.000 |
79.240 |
$80.110 |
TON | 0.0 |
| 8600 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 0.000 |
995.000 |
$2.670 |
LF | 0.0 |
| 8610 | EW~ Repairs to existing Lighting | 10098NX | 0.000 |
4,084.480 |
$1.000 |
DOLL | 0.0 |
| 8620 | PAVE STRIPING-TEMP PAINT-8 IN black paint for traffic control | 06512 | 0.000 |
5,600.000 |
$0.530 |
LF | 0.0 |
Category Total $42,213,174.62 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0002 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1490 | POLE BASE | 04740 | 37.000 |
37.000 |
$1,130.000 |
EACH | 0.1 |
| 1500 | FUSED CONNECTOR KIT | 04780 | 76.000 |
76.000 |
$72.000 |
EACH | 0.0 |
| 1510 | CONDUIT-1 1/4 INCH | 04793 | 7,545.000 |
7,545.000 |
$6.000 |
LF | 0.1 |
| 1520 | CONDUIT-2 INCH | 04795 | 605.000 |
605.000 |
$48.000 |
LF | 0.1 |
| 1530 | JUNCTION BOX TYPE B | 04811 | 17.000 |
17.000 |
$468.000 |
EACH | 0.0 |
| 1540 | TRENCHING AND BACKFILLING | 04820 | 7,770.000 |
10,570.000 |
$4.000 |
LF | 0.1 |
| 1550 | WIRE-NO. 12 | 04832 | 4,070.000 |
6,070.000 |
$0.800 |
LF | 0.0 |
| 1560 | WIRE-NO. 8 | 04833 | 23,745.000 |
23,745.000 |
$1.200 |
LF | 0.0 |
| 1570 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$1,180.000 |
LS | 0.0 |
| 1580 | REMOVE STORE & REINSTALL POLE | 04942 | 38.000 |
58.000 |
$800.000 |
EACH | 0.1 |
| 8006 | POLE BASE New Price | 04740 | 0.000 |
20.000 |
$1,291.220 |
EACH | 0.0 |
| 8007 | FUSED CONNECTOR KIT New Price | 04780 | 0.000 |
40.000 |
$119.640 |
EACH | 0.0 |
| 8008 | CONDUIT-1 1/4 INCH New Price | 04793 | 0.000 |
2,860.000 |
$8.820 |
LF | 0.0 |
| 8009 | WIRE-NO. 8 New price | 04833 | 0.000 |
5,760.000 |
$1.610 |
LF | 0.0 |
Category Total $223,958.00 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0003 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1590 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$2,250,569.000 |
LS | 3.9 |
| 1600 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$816,934.850 |
LS | 1.4 |
Category Total $3,067,503.85 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 26026 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1610 | STRUCTURE GRANULAR BACKFILL | 02231 | 381.400 |
381.400 |
$35.000 |
CUYD | 0.0 |
| 1620 | FABRIC-GEOTEXTILE TYPE I | 02596 | 482.000 |
482.000 |
$2.600 |
SQYD | 0.0 |
| 1630 | REMOVE STRUCTURE 26026 | 02731 | 1.000 |
1.000 |
$275,000.000 |
LS | 0.5 |
| 1640 | MASONRY COATING | 02998 | 457.700 |
457.700 |
$10.250 |
SQYD | 0.0 |
| 1650 | ARMORED EDGE FOR CONCRETE | 03299 | 127.000 |
127.000 |
$70.000 |
LF | 0.0 |
| 1660 | STRUCTURE EXCAVATION-COMMON | 08001 | 2,106.000 |
2,106.000 |
$17.000 |
CUYD | 0.1 |
| 1670 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 1,493.000 |
1,493.000 |
$29.000 |
CUYD | 0.1 |
| 1680 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 241.000 |
241.000 |
$23.750 |
TON | 0.0 |
| 1690 | TEST PILES | 08033 | 48.000 |
48.000 |
$70.250 |
LF | 0.0 |
| 1700 | PRE-DRILLING FOR PILES | 08039 | 240.000 |
240.000 |
$89.500 |
LF | 0.0 |
| 1710 | PILES-STEEL HP12X53 | 08046 | 240.000 |
240.000 |
$60.650 |
LF | 0.0 |
| 1720 | CONCRETE-CLASS A | 08100 | 187.700 |
187.700 |
$507.750 |
CUYD | 0.2 |
| 1730 | CONCRETE-CLASS AA | 08104 | 384.000 |
384.000 |
$592.000 |
CUYD | 0.4 |
| 1740 | STEEL REINFORCEMENT | 08150 | 25,246.000 |
25,246.000 |
$0.880 |
LB | 0.0 |
| 1750 | STEEL REINF-EPOXY COATED | 08151 | 93,073.000 |
93,073.000 |
$0.980 |
LB | 0.2 |
| 1760 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,535.200 |
1,535.200 |
$229.500 |
LF | 0.6 |
| 1770 | RAIL SYSTEM TYPE III | 21532ED | 342.400 |
342.400 |
$123.250 |
LF | 0.1 |
| 1780 | MECHANICAL REINF COUPLER #5 | 21975NN | 22.000 |
22.000 |
$15.000 |
EACH | 0.0 |
| 1790 | MECHANICAL REINF COUPLER #8 | 21976NN | 16.000 |
16.000 |
$31.000 |
EACH | 0.0 |
| 1800 | MECHANICAL REINF COUPLER #10 | 21978NN | 15.000 |
15.000 |
$39.000 |
EACH | 0.0 |
Category Total $1,259,415.27 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 26027 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1810 | STRUCTURE GRANULAR BACKFILL | 02231 | 437.200 |
437.200 |
$35.000 |
CUYD | 0.0 |
| 1820 | FABRIC-GEOTEXTILE TYPE I | 02596 | 941.200 |
941.200 |
$2.600 |
SQYD | 0.0 |
| 1830 | REMOVE STRUCTURE 26027 | 02731 | 1.000 |
1.000 |
$275,000.000 |
LS | 0.5 |
| 1840 | MASONRY COATING | 02998 | 482.100 |
482.100 |
$10.250 |
SQYD | 0.0 |
| 1850 | ARMORED EDGE FOR CONCRETE | 03299 | 152.200 |
152.200 |
$70.000 |
LF | 0.0 |
| 1860 | STRUCTURE EXCAVATION-COMMON | 08001 | 1,070.000 |
1,070.000 |
$17.000 |
CUYD | 0.0 |
| 1870 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 1,306.000 |
1,306.000 |
$29.000 |
CUYD | 0.1 |
| 1880 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 470.600 |
470.600 |
$23.750 |
TON | 0.0 |
| 1890 | TEST PILES | 08033 | 48.000 |
48.000 |
$70.250 |
LF | 0.0 |
| 1900 | PRE-DRILLING FOR PILES | 08039 | 270.000 |
270.000 |
$89.500 |
LF | 0.0 |
| 1910 | PILES-STEEL HP12X53 | 08046 | 276.000 |
276.000 |
$60.650 |
LF | 0.0 |
| 1920 | CONCRETE-CLASS A | 08100 | 222.800 |
222.800 |
$507.750 |
CUYD | 0.2 |
| 1930 | CONCRETE-CLASS AA | 08104 | 453.700 |
453.700 |
$592.000 |
CUYD | 0.5 |
| 1940 | STEEL REINFORCEMENT | 08150 | 34,775.000 |
34,775.000 |
$0.880 |
LB | 0.1 |
| 1950 | STEEL REINF-EPOXY COATED | 08151 | 109,682.000 |
109,682.000 |
$0.980 |
LB | 0.2 |
| 1960 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,876.400 |
1,876.400 |
$229.500 |
LF | 0.7 |
| 1970 | RAIL SYSTEM TYPE III | 21532ED | 342.400 |
342.400 |
$123.250 |
LF | 0.1 |
| 1980 | MECHANICAL REINF COUPLER #5 | 21975NN | 22.000 |
22.000 |
$15.000 |
EACH | 0.0 |
| 1990 | MECHANICAL REINF COUPLER #8 | 21976NN | 16.000 |
16.000 |
$31.000 |
EACH | 0.0 |
| 2000 | MECHANICAL REINF COUPLER #10 | 21978NN | 8.000 |
8.000 |
$39.000 |
EACH | 0.0 |
| 2010 | MECHANICAL REINF COUPLER #11 | 21979NN | 8.000 |
8.000 |
$48.000 |
EACH | 0.0 |
Category Total $1,414,025.85 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | 26028 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2020 | STRUCTURE GRANULAR BACKFILL | 02231 | 409.200 |
409.200 |
$35.000 |
CUYD | 0.0 |
| 2030 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,147.000 |
2,147.000 |
$2.600 |
SQYD | 0.0 |
| 2040 | REMOVE STRUCTURE 26028 | 02731 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.3 |
| 2050 | MASONRY COATING | 02998 | 681.400 |
681.400 |
$10.250 |
SQYD | 0.0 |
| 2060 | ARMORED EDGE FOR CONCRETE | 03299 | 125.400 |
125.400 |
$70.000 |
LF | 0.0 |
| 2070 | STRUCTURE EXCAVATION-COMMON | 08001 | 2,259.000 |
2,259.000 |
$17.000 |
CUYD | 0.1 |
| 2080 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 529.000 |
529.000 |
$29.000 |
CUYD | 0.0 |
| 2090 | CYCLOPEAN STONE RIP RAP | 08019 | 1,366.000 |
1,366.000 |
$33.000 |
TON | 0.1 |
| 2100 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 390.000 |
390.000 |
$23.750 |
TON | 0.0 |
| 2110 | TEST PILES | 08033 | 116.500 |
116.500 |
$70.250 |
LF | 0.0 |
| 2120 | PRE-DRILLING FOR PILES | 08039 | 198.800 |
198.800 |
$89.500 |
LF | 0.0 |
| 2130 | PILES-STEEL HP12X53 | 08046 | 542.300 |
542.300 |
$60.650 |
LF | 0.1 |
| 2140 | PILE POINTS-12 INCH | 08094 | 10.000 |
10.000 |
$100.000 |
EACH | 0.0 |
| 2150 | CONCRETE-CLASS A | 08100 | 458.600 |
458.600 |
$507.750 |
CUYD | 0.4 |
| 2160 | CONCRETE-CLASS AA | 08104 | 587.800 |
587.800 |
$592.000 |
CUYD | 0.6 |
| 2170 | STEEL REINFORCEMENT | 08150 | 75,687.000 |
75,687.000 |
$0.880 |
LB | 0.1 |
| 2180 | STEEL REINF-EPOXY COATED | 08151 | 165,886.000 |
165,886.000 |
$0.980 |
LB | 0.3 |
| 2190 | STRUCTURAL STEEL 6280 LBS | 08160 | 1.000 |
1.000 |
$17,500.000 |
LS | 0.0 |
| 2200 | PRECAST PC I BEAM TYPE 5 | 08636 | 1,853.800 |
1,853.800 |
$282.200 |
LF | 0.9 |
| 2210 | RAIL SYSTEM TYPE III | 21532ED | 536.300 |
536.300 |
$123.250 |
LF | 0.1 |
| 2220 | MECHANICAL REINF COUPLER #5 | 21975NN | 48.000 |
48.000 |
$15.000 |
EACH | 0.0 |
| 2230 | MECHANICAL REINF COUPLER #8 | 21976NN | 16.000 |
16.000 |
$31.000 |
EACH | 0.0 |
| 2240 | MECHANICAL REINF COUPLER #9 | 21977NN | 14.000 |
14.000 |
$31.000 |
EACH | 0.0 |
| 2250 | MECHANICAL REINF COUPLER #10 | 21978NN | 20.000 |
20.000 |
$39.000 |
EACH | 0.0 |
Category Total $1,822,794.19 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | 26029 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2260 | STRUCTURE GRANULAR BACKFILL | 02231 | 373.800 |
373.800 |
$35.000 |
CUYD | 0.0 |
| 2270 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,099.000 |
2,099.000 |
$2.600 |
SQYD | 0.0 |
| 2280 | REMOVE STRUCTURE 26029 | 02731 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.3 |
| 2290 | MASONRY COATING | 02998 | 656.400 |
656.400 |
$10.250 |
SQYD | 0.0 |
| 2300 | ARMORED EDGE FOR CONCRETE | 03299 | 125.400 |
125.400 |
$70.000 |
LF | 0.0 |
| 2310 | STRUCTURE EXCAVATION-COMMON | 08001 | 1,929.000 |
1,929.000 |
$17.000 |
CUYD | 0.1 |
| 2320 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 712.000 |
712.000 |
$29.000 |
CUYD | 0.0 |
| 2330 | CYCLOPEAN STONE RIP RAP | 08019 | 1,435.000 |
1,435.000 |
$33.000 |
TON | 0.1 |
| 2340 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 333.000 |
333.000 |
$23.750 |
TON | 0.0 |
| 2350 | TEST PILES | 08033 | 112.000 |
112.000 |
$70.250 |
LF | 0.0 |
| 2360 | PRE-DRILLING FOR PILES | 08039 | 140.000 |
140.000 |
$89.500 |
LF | 0.0 |
| 2370 | PILES-STEEL HP12X53 | 08046 | 496.000 |
496.000 |
$60.650 |
LF | 0.1 |
| 2380 | PILE POINTS-12 INCH | 08094 | 10.000 |
10.000 |
$100.000 |
EACH | 0.0 |
| 2390 | CONCRETE-CLASS A | 08100 | 452.200 |
452.200 |
$507.750 |
CUYD | 0.4 |
| 2400 | CONCRETE-CLASS AA | 08104 | 544.700 |
544.700 |
$592.000 |
CUYD | 0.6 |
| 2410 | STEEL REINFORCEMENT | 08150 | 73,574.000 |
73,574.000 |
$0.880 |
LB | 0.1 |
| 2420 | STEEL REINF-EPOXY COATED | 08151 | 159,773.000 |
159,773.000 |
$0.980 |
LB | 0.3 |
| 2430 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,776.800 |
1,776.800 |
$229.500 |
LF | 0.7 |
| 2440 | RAIL SYSTEM TYPE III | 21532ED | 514.300 |
514.300 |
$123.250 |
LF | 0.1 |
| 2450 | MECHANICAL REINF COUPLER #5 | 21975NN | 44.000 |
44.000 |
$15.000 |
EACH | 0.0 |
| 2460 | MECHANICAL REINF COUPLER #8 | 21976NN | 16.000 |
16.000 |
$31.000 |
EACH | 0.0 |
| 2470 | MECHANICAL REINF COUPLER #9 | 21977NN | 14.000 |
14.000 |
$31.000 |
EACH | 0.0 |
| 2480 | MECHANICAL REINF COUPLER #10 | 21978NN | 20.000 |
20.000 |
$39.000 |
EACH | 0.0 |
Category Total $1,641,154.33 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | 26030 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2490 | STRUCTURE GRANULAR BACKFILL | 02231 | 281.800 |
281.800 |
$35.000 |
CUYD | 0.0 |
| 2500 | FABRIC-GEOTEXTILE TYPE I | 02596 | 626.000 |
626.000 |
$2.600 |
SQYD | 0.0 |
| 2510 | REMOVE STRUCTURE 26030 | 02731 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.2 |
| 2520 | MASONRY COATING | 02998 | 288.300 |
288.300 |
$10.250 |
SQYD | 0.0 |
| 2530 | ARMORED EDGE FOR CONCRETE | 03299 | 138.000 |
138.000 |
$70.000 |
LF | 0.0 |
| 2540 | STRUCTURE EXCAVATION-COMMON | 08001 | 3,717.000 |
3,717.000 |
$17.000 |
CUYD | 0.1 |
| 2550 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 313.000 |
313.000 |
$23.750 |
TON | 0.0 |
| 2560 | TEST PILES | 08033 | 117.000 |
117.000 |
$70.250 |
LF | 0.0 |
| 2570 | PRE-DRILLING FOR PILES | 08039 | 818.000 |
818.000 |
$89.500 |
LF | 0.1 |
| 2580 | PILES-STEEL HP12X53 | 08046 | 761.000 |
761.000 |
$60.650 |
LF | 0.1 |
| 2590 | PILE POINTS-12 INCH | 08094 | 30.000 |
30.000 |
$100.000 |
EACH | 0.0 |
| 2600 | CONCRETE-CLASS A | 08100 | 94.800 |
94.800 |
$507.750 |
CUYD | 0.1 |
| 2610 | CONCRETE-CLASS AA | 08104 | 278.100 |
278.100 |
$592.000 |
CUYD | 0.3 |
| 2620 | STEEL REINFORCEMENT | 08150 | 9,482.000 |
9,482.000 |
$0.880 |
LB | 0.0 |
| 2630 | STEEL REINF-EPOXY COATED | 08151 | 59,936.000 |
59,936.000 |
$0.980 |
LB | 0.1 |
| 2640 | STRUCTURAL STEEL 1570 LBS | 08160 | 1.000 |
1.000 |
$4,400.000 |
LS | 0.0 |
| 2650 | PRECAST PC I BEAM TYPE 5 | 08636 | 862.800 |
862.800 |
$282.200 |
LF | 0.4 |
| 2660 | RAIL SYSTEM TYPE III | 21532ED | 230.000 |
230.000 |
$123.250 |
LF | 0.0 |
| 2670 | MECHANICAL REINF COUPLER #5 | 21975NN | 12.000 |
12.000 |
$15.000 |
EACH | 0.0 |
| 2680 | MECHANICAL REINF COUPLER #8 | 21976NN | 16.000 |
16.000 |
$31.000 |
EACH | 0.0 |
Category Total $882,070.32 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | 26031 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2690 | STRUCTURE GRANULAR BACKFILL | 02231 | 281.800 |
281.800 |
$35.000 |
CUYD | 0.0 |
| 2700 | FABRIC-GEOTEXTILE TYPE I | 02596 | 628.000 |
628.000 |
$2.600 |
SQYD | 0.0 |
| 2710 | REMOVE STRUCTURE 26031 | 02731 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.2 |
| 2720 | MASONRY COATING | 02998 | 288.300 |
288.300 |
$10.250 |
SQYD | 0.0 |
| 2730 | ARMORED EDGE FOR CONCRETE | 03299 | 138.000 |
138.000 |
$70.000 |
LF | 0.0 |
| 2740 | STRUCTURE EXCAVATION-COMMON | 08001 | 3,717.000 |
3,717.000 |
$17.000 |
CUYD | 0.1 |
| 2750 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 314.000 |
314.000 |
$23.750 |
TON | 0.0 |
| 2760 | TEST PILES | 08033 | 93.000 |
93.000 |
$70.250 |
LF | 0.0 |
| 2770 | PRE-DRILLING FOR PILES | 08039 | 638.000 |
638.000 |
$89.500 |
LF | 0.1 |
| 2780 | PILES-STEEL HP12X53 | 08046 | 605.000 |
605.000 |
$60.650 |
LF | 0.1 |
| 2790 | PILE POINTS-12 INCH | 08094 | 30.000 |
30.000 |
$100.000 |
EACH | 0.0 |
| 2800 | CONCRETE-CLASS A | 08100 | 94.800 |
94.800 |
$507.750 |
CUYD | 0.1 |
| 2810 | CONCRETE-CLASS AA | 08104 | 278.100 |
278.100 |
$592.000 |
CUYD | 0.3 |
| 2820 | STEEL REINFORCEMENT | 08150 | 9,482.000 |
9,482.000 |
$0.880 |
LB | 0.0 |
| 2830 | STEEL REINF-EPOXY COATED | 08151 | 60,037.000 |
60,037.000 |
$0.980 |
LB | 0.1 |
| 2840 | STRUCTURAL STEEL 1570 POUNDS | 08160 | 1.000 |
1.000 |
$4,400.000 |
LS | 0.0 |
| 2850 | PRECAST PC I BEAM TYPE 5 | 08636 | 862.800 |
862.800 |
$282.200 |
LF | 0.4 |
| 2860 | RAIL SYSTEM TYPE III | 21532ED | 230.000 |
230.000 |
$123.250 |
LF | 0.0 |
| 2870 | MECHANICAL REINF COUPLER #5 | 21975NN | 12.000 |
12.000 |
$15.000 |
EACH | 0.0 |
| 2880 | MECHANICAL REINF COUPLER #8 | 21976NN | 16.000 |
16.000 |
$31.000 |
EACH | 0.0 |
Category Total $854,940.85 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0010 | CATEGORY Description | BRIDGE | 26053 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2890 | STRUCTURE GRANULAR BACKFILL | 02231 | 171.000 |
171.000 |
$35.000 |
CUYD | 0.0 |
| 2900 | FABRIC-GEOTEXTILE TYPE I | 02596 | 267.000 |
267.000 |
$2.600 |
SQYD | 0.0 |
| 2910 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 190.000 |
190.000 |
$2.500 |
SQYD | 0.0 |
| 2920 | REMOVE STRUCTURE 26053 | 02731 | 1.000 |
1.000 |
$350,000.000 |
LS | 0.6 |
| 2930 | MASONRY COATING | 02998 | 2,367.000 |
2,367.000 |
$10.250 |
SQYD | 0.0 |
| 2940 | ARMORED EDGE FOR CONCRETE | 03299 | 125.000 |
125.000 |
$70.000 |
LF | 0.0 |
| 2950 | STRUCTURE EXCAVATION-COMMON | 08001 | 860.000 |
860.000 |
$17.000 |
CUYD | 0.0 |
| 2960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 4,140.000 |
4,140.000 |
$29.000 |
CUYD | 0.2 |
| 2970 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 775.000 |
775.000 |
$23.750 |
TON | 0.0 |
| 2980 | TEST PILES | 08033 | 38.000 |
38.000 |
$70.250 |
LF | 0.0 |
| 2990 | PILES-STEEL HP12X53 | 08046 | 129.000 |
129.000 |
$60.650 |
LF | 0.0 |
| 3000 | PILE POINTS-12 INCH | 08094 | 11.000 |
11.000 |
$100.000 |
EACH | 0.0 |
| 3010 | CONCRETE-CLASS A | 08100 | 474.400 |
474.400 |
$507.750 |
CUYD | 0.4 |
| 3020 | CONCRETE-CLASS AA | 08104 | 851.200 |
851.200 |
$592.000 |
CUYD | 0.9 |
| 3030 | STEEL REINFORCEMENT | 08150 | 118,457.000 |
118,457.000 |
$0.880 |
LB | 0.2 |
| 3040 | STEEL REINF-EPOXY COATED | 08151 | 275,758.000 |
275,758.000 |
$0.980 |
LB | 0.5 |
| 3050 | ELECTRICAL CONDUIT 26053 | 08269 | 1.000 |
1.000 |
$22,700.000 |
LS | 0.0 |
| 3060 | PRECAST PC I BEAM TYPE 4 | 08634 | 2,293.000 |
2,293.000 |
$229.500 |
LF | 0.9 |
| 3070 | RAIL SYSTEM TYPE III | 21532ED | 775.000 |
775.000 |
$123.250 |
LF | 0.2 |
| 3080 | MECHANICAL REINF COUPLER #5 | 21975NN | 112.000 |
112.000 |
$15.000 |
EACH | 0.0 |
| 3090 | MECHANICAL REINF COUPLER #8 | 21976NN | 40.000 |
40.000 |
$31.000 |
EACH | 0.0 |
| 3100 | MECHANICAL REINF COUPLER #9 | 21977NN | 48.000 |
48.000 |
$31.000 |
EACH | 0.0 |
| 3110 | MECHANICAL REINF COUPLER #5 EPOXY | 21980NN | 20.000 |
20.000 |
$20.000 |
EACH | 0.0 |
| 8200 | TEMP BARR WALL RETAINERS Box Beam Stiffening System | 95922N | 0.000 |
60.000 |
$2,787.350 |
EACH | 0.0 |
| 8210 | TEMP BARR WALL RETAINERS Fabricated Steel Angle Retainers | 95922N | 0.000 |
80.000 |
$51.900 |
EACH | 0.0 |
Category Total $2,323,387.80 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE | 26054 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3120 | STRUCTURE GRANULAR BACKFILL | 02231 | 145.600 |
145.600 |
$35.000 |
CUYD | 0.0 |
| 3130 | FABRIC-GEOTEXTILE TYPE I | 02596 | 772.000 |
772.000 |
$2.600 |
SQYD | 0.0 |
| 3140 | REMOVE STRUCTURE 26054 | 02731 | 1.000 |
1.000 |
$300,000.000 |
LS | 0.5 |
| 3150 | MASONRY COATING | 02998 | 909.100 |
909.100 |
$10.250 |
SQYD | 0.0 |
| 3160 | ARMORED EDGE FOR CONCRETE | 03299 | 56.000 |
56.000 |
$70.000 |
LF | 0.0 |
| 3170 | STRUCTURE EXCAVATION-COMMON | 08001 | 2,227.000 |
2,227.000 |
$17.000 |
CUYD | 0.1 |
| 3180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 185.100 |
185.100 |
$29.000 |
CUYD | 0.0 |
| 3190 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 388.000 |
388.000 |
$23.750 |
TON | 0.0 |
| 3200 | TEST PILES | 08033 | 119.000 |
119.000 |
$70.250 |
LF | 0.0 |
| 3210 | PILES-STEEL HP12X53 | 08046 | 238.000 |
238.000 |
$60.650 |
LF | 0.0 |
| 3220 | PILE POINTS-12 INCH | 08094 | 12.000 |
12.000 |
$100.000 |
EACH | 0.0 |
| 3230 | CONCRETE-CLASS A | 08100 | 299.900 |
299.900 |
$507.750 |
CUYD | 0.3 |
| 3240 | CONCRETE-CLASS AA | 08104 | 403.900 |
403.900 |
$592.000 |
CUYD | 0.4 |
| 3250 | STEEL REINFORCEMENT | 08150 | 52,418.000 |
52,418.000 |
$0.880 |
LB | 0.1 |
| 3260 | STEEL REINF-EPOXY COATED | 08151 | 101,612.000 |
101,612.000 |
$0.980 |
LB | 0.2 |
| 3270 | ELECTRICAL CONDUIT 26054 | 08269 | 1.000 |
1.000 |
$21,700.000 |
LS | 0.0 |
| 3280 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,506.700 |
1,506.700 |
$229.500 |
LF | 0.6 |
| 3290 | RAIL SYSTEM TYPE III | 21532ED | 763.000 |
763.000 |
$123.250 |
LF | 0.2 |
Category Total $1,395,395.85 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0012 | CATEGORY Description | BRIDGE | 26094 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3300 | REMOVE CONCRETE MASONRY | 02403 | 53.800 |
53.800 |
$100.000 |
CUYD | 0.0 |
| 3310 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$29.000 |
CUYD | 0.0 |
| 3320 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
| 3330 | CONCRETE-CLASS A | 08100 | 241.000 |
241.000 |
$507.750 |
CUYD | 0.2 |
| 3340 | STEEL REINFORCEMENT | 08150 | 31,413.000 |
31,413.000 |
$0.880 |
LB | 0.0 |
| 3350 | LIGHTWEIGHT FILL | 20602EC | 1,707.000 |
1,707.000 |
$155.500 |
CUYD | 0.5 |
Category Total $428,206.69 |
| SM- Project | DE10600640712 | CATEGORY NUMBER | 0013 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3360 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
| 3370 | TRAINEE PAYMENT REIMBURSEMENT 2 CARPENTERS | 02742 | 2,800.000 |
2,800.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,800.00 |
| SM- Project | DE10600640713 |
| Fed/State Number | IM 64-3 (045) 38 |
| Project Description | LOUISVILLE-LEXINGTON ROAD (I-64) NON PARTICIPATING |
| *********** |
| SM- Project | DE10600640713 | CATEGORY NUMBER | 0014 | CATEGORY Description | ROADWAY NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8001 | ROADWAY EXCAVATION KY 714 | 02200 | 0.000 |
9,000.000 |
$6.900 |
CUYD | 0.0 |
| 8002 | FABRIC-GEOTEXTILE TYPE IV KY 714 | 02599 | 0.000 |
12,500.000 |
$1.300 |
SQYD | 0.0 |
| 8003 | CRUSHED AGGREGATE SIZE NO 2 KY 714 | 00078 | 0.000 |
5,000.000 |
$17.950 |
TON | 0.0 |
| 8004 | CULVERT PIPE-36 INCH KY 714 | 00468 | 0.000 |
64.000 |
$107.000 |
LF | 0.0 |
| 8005 | S & F BOX INLET-OUTLET-36 INCH KY 714 | 01453 | 0.000 |
1.000 |
$5,250.000 |
EACH | 0.0 |
| 8006 | JUNCTION BOX-36 INCH KY 714 | 01645 | 0.000 |
1.000 |
$2,300.000 |
EACH | 0.0 |
| 8007 | CLEARING AND GRUBBING 3 Acres @ KY 714 | 02545 | 0.000 |
1.000 |
$7,160.920 |
LS | 0.0 |
| 8008 | REMOVE PIPE KY 714 | 01310 | 0.000 |
60.000 |
$15.150 |
LF | 0.0 |
| 8009 | SEEDING AND PROTECTION KY 714 | 05985 | 0.000 |
14,520.000 |
$0.270 |
SQYD | 0.0 |
| 8010 | MAINTAIN & CONTROL TRAFFIC KY 714 | 02650 | 0.000 |
1.000 |
$10,122.000 |
LS | 0.0 |
| 8011 | REMOVE & RESET GUARDRAIL KY 714 | 02383 | 0.000 |
200.000 |
$10.540 |
LF | 0.0 |
| 8012 | STAKING KY 714 | 02726 | 0.000 |
1.000 |
$1,070.000 |
LS | 0.0 |
| 8021 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8022 | LIQUIDATED DAMAGES | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8023 | NON-SPEC MATERIAL Yellow Waterborne Traffic Paint | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8024 | NON-SPEC MATERIAL RS-2 | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |