|
Item List 091104 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 091104 | Primary Project Number | DE05600640904 |
| Contract Description | LOUISVILLE-LEXINGTON ROAD (I-64) | ||
| Primary County | JEFFERSON | Fed/St Number | IM-NH 64-2 (165) |
| Vendor ID | 00182 | Vendor Name | GOHMANN ASPHALT AND CONSTRUCTION INC |
| Bid Amount | $ 34,273,000.00 | ||
| SM- Project | DE05600640904 |
| Fed/State Number | IM-NH 64-2 (165) |
| Project Description | LOUISVILLE-LEXINGTON ROAD (I-64) |
| *********** |
| SM- Project | DE05600640904 | 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 | 53,956.000 |
68,469.070 |
$14.250 |
TON | 2.2 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 65,136.000 |
70,037.080 |
$30.000 |
TON | 5.7 |
| 0030 | TRAFFIC BOUND BASE | 00020 | 14.000 |
14.000 |
$31.000 |
TON | 0.0 |
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 135.000 |
135.000 |
$35.000 |
TON | 0.0 |
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | 177.000 |
177.000 |
$80.000 |
TON | 0.0 |
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | 25,916.000 |
24,196.380 |
$48.000 |
TON | 3.6 |
| 0070 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | 4,380.000 |
4,380.000 |
$50.000 |
TON | 0.6 |
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 51,545.000 |
47,201.890 |
$37.000 |
TON | 5.6 |
| 0090 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | 58,961.000 |
56,189.870 |
$38.000 |
TON | 6.5 |
| 0100 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 14,999.000 |
13,997.390 |
$40.000 |
TON | 1.8 |
| 0110 | CL4 ASPH BASE 0.75D PG76-22 | 00228 | 19,648.000 |
20,825.340 |
$46.000 |
TON | 2.6 |
| 0120 | EMULSIFIED ASPHALT RS-2 | 00291 | 42.000 |
42.000 |
$500.000 |
TON | 0.1 |
| 0130 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 8,022.000 |
9,039.190 |
$48.000 |
TON | 1.1 |
| 0140 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 11,249.000 |
11,249.000 |
$58.000 |
TON | 1.9 |
| 0150 | ASPHALT CURING SEAL | 00358 | 104.000 |
104.000 |
$500.000 |
TON | 0.2 |
| 0160 | CULVERT PIPE-15 IN | 00461 | 288.000 |
288.000 |
$39.000 |
LF | 0.0 |
| 0170 | CULVERT PIPE-15 IN CONCRETE ONLY | 00461 | 147.500 |
147.500 |
$101.000 |
LF | 0.0 |
| 0180 | CULVERT PIPE-18 IN | 00462 | 1,478.000 |
1,478.000 |
$44.000 |
LF | 0.2 |
| 0190 | CULVERT PIPE-24 IN | 00464 | 17.000 |
17.000 |
$100.000 |
LF | 0.0 |
| 0200 | CULVERT PIPE-24 IN CONCRETE ONLY | 00464 | 10.000 |
16.000 |
$127.000 |
LF | 0.0 |
| 0210 | CULVERT PIPE-30 IN CONCRETE ONLY | 00466 | 69.000 |
69.000 |
$135.000 |
LF | 0.0 |
| 0220 | CULVERT PIPE-36 IN CONCRETE ONLY | 00468 | 39.500 |
39.500 |
$147.000 |
LF | 0.0 |
| 0230 | STORM SEWER PIPE-15 IN | 00521 | 273.000 |
273.000 |
$39.000 |
LF | 0.0 |
| 0240 | STORM SEWER PIPE-18 IN | 00522 | 773.500 |
773.500 |
$44.000 |
LF | 0.1 |
| 0250 | STORM SEWER PIPE-18 IN CONCRETE ONLY | 00522 | 15.500 |
15.500 |
$76.000 |
LF | 0.0 |
| 0260 | STORM SEWER PIPE-24 IN | 00524 | 454.000 |
454.000 |
$51.000 |
LF | 0.1 |
| 0270 | STORM SEWER PIPE-30 IN | 00526 | 83.000 |
83.000 |
$53.000 |
LF | 0.0 |
| 0280 | PERFORATED PIPE-4 IN | 01000 | 42,648.000 |
42,648.000 |
$4.300 |
LF | 0.5 |
| 0290 | PERFORATED PIPE-6 IN | 01001 | 23,601.000 |
23,601.000 |
$4.400 |
LF | 0.3 |
| 0300 | NON-PERFORATED PIPE-4 IN | 01010 | 2,328.000 |
2,328.000 |
$10.000 |
LF | 0.1 |
| 0310 | NON-PERFORATED PIPE-6 IN | 01011 | 312.000 |
312.000 |
$8.000 |
LF | 0.0 |
| 0320 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.0 |
| 0330 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 42.000 |
42.000 |
$395.000 |
EACH | 0.0 |
| 0340 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 8.000 |
8.000 |
$395.000 |
EACH | 0.0 |
| 0350 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 17.000 |
17.000 |
$410.000 |
EACH | 0.0 |
| 0360 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 68.000 |
68.000 |
$410.000 |
EACH | 0.1 |
| 0370 | REMOVE PIPE | 01310 | 1,864.000 |
1,872.000 |
$17.000 |
LF | 0.1 |
| 0380 | REMOVE AND RELAY PIPE | 01312 | 4.000 |
4.000 |
$80.000 |
LF | 0.0 |
| 0390 | METAL END SECTION TY 2-18 IN | 01381 | 7.000 |
7.000 |
$1,500.000 |
EACH | 0.0 |
| 0400 | METAL END SECTION TY 3-15 IN | 01390 | 6.000 |
6.000 |
$700.000 |
EACH | 0.0 |
| 0410 | METAL END SECTION TY 3-30 IN | 01394 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0420 | CURB BOX INLET TYPE B | 01480 | 8.000 |
8.000 |
$3,800.000 |
EACH | 0.1 |
| 0430 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$4,200.000 |
EACH | 0.0 |
| 0440 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$4,400.000 |
EACH | 0.0 |
| 0450 | DROP BOX INLET TYPE 5E | 01514 | 6.000 |
6.000 |
$4,600.000 |
EACH | 0.1 |
| 0460 | REMOVE MEDIAN BOX INLET | 01630 | 27.000 |
27.000 |
$400.000 |
EACH | 0.0 |
| 0470 | CAP CURB BOX INLET | 01634 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0480 | JUNCTION BOX-15 IN | 01641 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0490 | JUNCTION BOX-18 IN | 01642 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0500 | JUNCTION BOX-24 IN | 01643 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 0510 | REMOVE INLET | 01718 | 7.000 |
7.000 |
$350.000 |
EACH | 0.0 |
| 0520 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | 39.000 |
39.000 |
$60.000 |
EACH | 0.0 |
| 0530 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 0540 | ISLAND HEADER CURB TYPE 2 | 01891 | 438.000 |
438.000 |
$16.000 |
LF | 0.0 |
| 0550 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 252.000 |
252.000 |
$9.000 |
EACH | 0.0 |
| 0560 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 80.000 |
80.000 |
$9.000 |
EACH | 0.0 |
| 0570 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 414.000 |
2,034.000 |
$7.500 |
EACH | 0.0 |
| 0580 | RELOCATE TEMP CONC BARRIER | 02003 | 64,370.000 |
64,370.000 |
$4.000 |
LF | 0.8 |
| 0590 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$100.000 |
EACH | 0.0 |
| 0600 | JPC PAVEMENT-8 IN SHLD | 02081 | 299.000 |
299.000 |
$93.000 |
SQYD | 0.1 |
| 0610 | TEMP DITCH | 02159 | 26,320.000 |
26,320.000 |
$1.400 |
LF | 0.1 |
| 0620 | REMOVE PAVED DITCH | 02165 | 2,914.000 |
2,914.000 |
$6.000 |
SQYD | 0.1 |
| 0630 | ROADWAY EXCAVATION | 02200 | 213,350.000 |
217,850.000 |
$12.000 |
CUYD | 7.5 |
| 0640 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 2,281.000 |
2,732.000 |
$21.000 |
CUYD | 0.1 |
| 0650 | GRANULAR EMBANKMENT | 02223 | 5,555.000 |
5,555.000 |
$16.000 |
CUYD | 0.3 |
| 0660 | DITCHING | 02237 | 46,250.000 |
46,250.000 |
$0.900 |
LF | 0.1 |
| 0670 | WATER | 02242 | 9,307.000 |
9,307.000 |
$0.500 |
MGAL | 0.0 |
| 0680 | FENCE-TEMP | 02259 | 1,000.000 |
1,000.000 |
$3.330 |
LF | 0.0 |
| 0690 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 42,764.000 |
42,764.000 |
$5.250 |
LF | 0.7 |
| 0700 | REMOVE FENCE | 02265 | 42,621.000 |
42,621.000 |
$2.000 |
LF | 0.2 |
| 0710 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | 4.000 |
4.000 |
$1,922.580 |
EACH | 0.0 |
| 0720 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
2.000 |
$50.000 |
EACH | 0.0 |
| 0730 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 12.000 |
12.000 |
$2,100.000 |
EACH | 0.1 |
| 0740 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 33.000 |
33.000 |
$900.000 |
EACH | 0.1 |
| 0750 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 6.000 |
5.000 |
$935.000 |
EACH | 0.0 |
| 0760 | REMOVE GUARDRAIL | 02381 | 25,302.000 |
25,302.000 |
$2.000 |
LF | 0.1 |
| 0770 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 8.000 |
8.000 |
$500.000 |
EACH | 0.0 |
| 0790 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
10.000 |
$2,100.000 |
EACH | 0.0 |
| 0800 | CHANNEL LINING CLASS II | 02483 | 5,324.000 |
5,324.000 |
$22.000 |
TON | 0.3 |
| 0810 | CHANNEL LINING CLASS III | 02484 | 3,441.000 |
3,441.000 |
$22.000 |
TON | 0.2 |
| 0820 | CLEARING AND GRUBBING 38.13 ACRES | 02545 | 1.000 |
1.000 |
$165,000.000 |
LS | 0.5 |
| 0830 | CONCRETE-CLASS B | 02555 | 405.000 |
405.000 |
$290.000 |
CUYD | 0.3 |
| 0840 | SIGNS | 02562 | 2,032.000 |
2,032.000 |
$3.000 |
SQFT | 0.0 |
| 0850 | PROJECT CPM SCHEDULE | 02570 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 0860 | EDGE KEY | 02585 | 284.000 |
284.000 |
$100.000 |
LF | 0.1 |
| 0870 | FABRIC-GEOTEXTILE TYPE I | 02596 | 11,244.000 |
11,244.000 |
$1.600 |
SQYD | 0.1 |
| 0880 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 17,000.000 |
43,772.580 |
$1.300 |
SQYD | 0.1 |
| 0890 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 5,306.200 |
5,306.200 |
$2.000 |
SQYD | 0.0 |
| 0900 | REMOVE HEADWALL | 02625 | 21.000 |
21.000 |
$300.000 |
EACH | 0.0 |
| 0910 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$194,622.710 |
LS | 0.6 |
| 0920 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 14.000 |
14.000 |
$8,000.000 |
EACH | 0.3 |
| 0930 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0940 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,030.000 |
4,615.860 |
$28.000 |
TON | 0.1 |
| 0950 | SAFELOADING | 02690 | 3.640 |
3.640 |
$200.000 |
CUYD | 0.0 |
| 0960 | SAND FOR BLOTTER | 02702 | 782.000 |
782.000 |
$37.000 |
TON | 0.1 |
| 0970 | STAKING | 02726 | 1.000 |
1.000 |
$175,000.000 |
LS | 0.5 |
| 0980 | REMOVE STRUCTURE STA 1638+12.57 TO STA 1640+94.83 EB | 02731 | 1.000 |
1.000 |
$220,000.000 |
LS | 0.6 |
| 0990 | REMOVE STRUCTURE STA 1638+12.57 TO STA 1640+94.83 WB | 02731 | 1.000 |
1.000 |
$220,000.000 |
LS | 0.6 |
| 1000 | REMOVE STRUCTURE STA 1706+65.37 TO STA 1709+53.97 EB | 02731 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.6 |
| 1010 | REMOVE STRUCTURE STA 1707+14.13 TO STA 1710+02.20 WB | 02731 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.6 |
| 1020 | REMOVE STRUCTURE STA 48+73.52 TO STA 51+25.44 | 02731 | 1.000 |
1.000 |
$125,049.610 |
LS | 0.4 |
| 1030 | REMOVE STRUCTURE STA 49+18.33 TO STA 50+80.18 | 02731 | 1.000 |
1.000 |
$179,900.000 |
LS | 0.5 |
| 1040 | REMOVE STRUCTURE STA 49+20.18 TO STA 50+80.70 | 02731 | 1.000 |
1.000 |
$179,900.000 |
LS | 0.5 |
| 1050 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 1060 | CRASH CUSHION TYPE VI-T | 02894 | 5.000 |
9.000 |
$10,000.000 |
EACH | 0.1 |
| 1070 | RELOCATE CRASH CUSHION | 02898 | 8.000 |
8.000 |
$1,000.000 |
EACH | 0.0 |
| 1080 | MASONRY COATING | 02998 | 15,990.000 |
15,990.000 |
$9.000 |
SQYD | 0.4 |
| 1090 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 50,831.000 |
52,531.000 |
$18.500 |
LF | 2.7 |
| 1100 | TUBULAR MARKERS | 03225 | 48.000 |
48.000 |
$40.000 |
EACH | 0.0 |
| 1110 | EROSION CONTROL BLANKET | 05950 | 14,606.000 |
14,606.000 |
$1.170 |
SQYD | 0.0 |
| 1120 | TOPDRESSING FERTILIZER | 05966 | 4.770 |
4.770 |
$800.000 |
TON | 0.0 |
| 1130 | SEEDING AND PROTECTION | 05985 | 593,868.000 |
593,868.000 |
$0.300 |
SQYD | 0.5 |
| 1140 | SPECIAL SEEDING CROWN VETCH | 05989 | 47,033.000 |
47,033.000 |
$0.150 |
SQYD | 0.0 |
| 1150 | STEEL POST MILE MARKERS | 06412 | 36.000 |
36.000 |
$150.000 |
EACH | 0.0 |
| 1160 | FLEXIBLE DELINEATOR POST-W | 06417 | 20.000 |
20.000 |
$32.000 |
EACH | 0.0 |
| 1170 | FLEXIBLE DELINEATOR POST-Y | 06418 | 10.000 |
10.000 |
$32.000 |
EACH | 0.0 |
| 1180 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 243,031.000 |
243,031.000 |
$0.080 |
LF | 0.1 |
| 1190 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 3,520.000 |
3,520.000 |
$0.100 |
LF | 0.0 |
| 1200 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 3,680.000 |
3,680.000 |
$2.400 |
LF | 0.0 |
| 1210 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 3,680.000 |
3,680.000 |
$2.400 |
LF | 0.0 |
| 1220 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 110.000 |
110.000 |
$6.000 |
EACH | 0.0 |
| 1230 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,078.000 |
1,078.000 |
$17.000 |
EACH | 0.1 |
| 1240 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 1,078.000 |
1,078.000 |
$17.000 |
EACH | 0.1 |
| 1250 | CONCRETE-CLASS A | 08100 | 90.300 |
90.300 |
$550.000 |
CUYD | 0.1 |
| 1260 | STEEL REINFORCEMENT | 08150 | 2,173.000 |
2,173.000 |
$0.500 |
LB | 0.0 |
| 1270 | FUEL ADJUSTMENT | 10020NS | 339,714.000 |
339,714.000 |
$1.000 |
DOLL | 1.0 |
| 1280 | ASPHALT ADJUSTMENT | 10030NS | 469,108.000 |
469,108.000 |
$1.000 |
DOLL | 1.4 |
| 1290 | BORE & JACK PIPE 36 INCH | 20211ES706 | 72.000 |
72.000 |
$360.000 |
LF | 0.1 |
| 1300 | BORE & JACK PIPE 42 INCH | 20211ES706 | 70.000 |
70.000 |
$400.000 |
LF | 0.1 |
| 1310 | MILLED RUMBLE STRIPS | 20314ED | 44,480.000 |
80,995.000 |
$0.170 |
LF | 0.0 |
| 1320 | REPLACE GRATE 24 INCH | 20366NN | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 1330 | CONC MED BARRIER BOX INLET-MOD TYPE 12B2 | 21337NS710 | 2.000 |
2.000 |
$5,500.000 |
EACH | 0.0 |
| 1340 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | 43,700.000 |
43,700.000 |
$0.750 |
LF | 0.1 |
| 1350 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | 17,490.000 |
17,490.000 |
$43.500 |
LF | 2.2 |
| 1360 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | 2.000 |
2.000 |
$6,050.000 |
EACH | 0.0 |
| 1370 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | 28.000 |
28.000 |
$6,000.000 |
EACH | 0.5 |
| 1380 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 27,716.000 |
27,716.000 |
$14.050 |
LF | 1.1 |
| 1390 | WATER BLASTING EXISTING STRIPE | 22664EN | 16,200.000 |
16,200.000 |
$0.600 |
LF | 0.0 |
| 1400 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | 136,220.000 |
136,220.000 |
$0.180 |
LF | 0.1 |
| 1410 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | 45,480.000 |
45,480.000 |
$0.180 |
LF | 0.0 |
| 1420 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | 1,950.000 |
1,950.000 |
$0.450 |
LF | 0.0 |
| 1430 | PIPELINE VIDEO INSPECTION | 23131ER701 | 36,269.000 |
1,874.000 |
$0.100 |
LF | 0.0 |
| 1440 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | 1.000 |
1.000 |
$135,000.000 |
LS | 0.4 |
| 3200 | REMOVE AND RESET PERF PIPE HEADWALL (ADDED: 4-15-09) | 20758ED | 20.000 |
20.000 |
$250.000 |
EACH | 0.0 |
| 3210 | CL3 ASPH BASE 1.00D PG64-22 TRENCH BACKFILL (ADDED: 4-15-09) | 00214 | 2,190.000 |
2,190.000 |
$41.000 |
TON | 0.3 |
| 8000 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
600.000 |
$6.320 |
EACH | 0.0 |
| 8001 | REMOVE GUARDRAIL END TREATMENT DAMAGED | 02396 | 0.000 |
1.000 |
$126.000 |
EACH | 0.0 |
| 8003 | REMOVE & RESET ALUMINUM RAIL FLOYD CREEK BRIDGE | 23055N | 0.000 |
1.000 |
$6,874.000 |
LS | 0.0 |
| 8004 | MAINTAIN & CONTROL TRAFFIC LANE CLOSURE END TREATMENT | 21741NC | 0.000 |
1.000 |
$1,050.000 |
EACH | 0.0 |
| 8009 | SPECIAL EXCAVATION excavating unsuitable material for phase 1 | 02204 | 0.000 |
4,646.530 |
$12.000 |
CUYD | 0.0 |
| 8010 | COST PLUS WORK adjust drainage structure @ 1577+00 | 10080NSD | 0.000 |
1,831.000 |
$1.000 |
DOLL | 0.0 |
| 8013 | COST PLUS WORK modify median box @1718+03.62 | 10080NSD | 0.000 |
1,463.000 |
$1.000 |
DOLL | 0.0 |
| 8017 | EW~ SPECIAL EXCAVATION DGA & SOIL | 10090NX | 0.000 |
1.000 |
$6,963.000 |
LS | 0.0 |
| 8018 | EW~ ASPHALT COLD MIX FOR SHOULDER REPAIR | 10090NX | 0.000 |
1.000 |
$14,144.000 |
LS | 0.0 |
| 8019 | EW~ Asphalt Plant Startup for Asphalt Base Falure Repair | 10090NX | 0.000 |
1.000 |
$7,700.000 |
LS | 0.0 |
| 8020 | ASPHALT PAVE MILLING & TEXTURING Asphalt Base Failure Repair | 02677 | 0.000 |
187.390 |
$93.500 |
TON | 0.0 |
| 8021 | CL3 ASPH BASE 1.00D PG64-22 Asphalt Base Failure Repair | 00214 | 0.000 |
220.960 |
$200.000 |
TON | 0.0 |
| 8022 | MAINTAIN & CONTROL TRAFFIC Asphalt Base Failure Repair | 21741NC | 0.000 |
2.000 |
$4,750.000 |
EACH | 0.0 |
| 8023 | MOBILIZATION FOR MILL & TEXT Asphalt Base Failure Repair | 02676 | 0.000 |
1.000 |
$2,875.000 |
LS | 0.0 |
| 8024 | MOBILIZATION Asphalt Base Failure Repair | 02568 | 0.000 |
1.000 |
$2,250.000 |
LS | 0.0 |
| 8025 | PAVE STRIPING-TEMP PAINT-6 IN Asphalt Base Failure Repair | 06511 | 0.000 |
1,090.000 |
$1.559 |
LF | 0.0 |
| 8027 | EW~ Removal Asphalt Overlay at Median Edge | 10090NX | 0.000 |
1.000 |
$6,792.000 |
LS | 0.0 |
| 8028 | EW~ Remove and Relay Pipe at STA 1569+85 | 10090NX | 0.000 |
1.000 |
$7,682.000 |
LS | 0.0 |
| 8029 | PIPE UNDERCUT STA 1744+32 RT | 02219 | 0.000 |
6.700 |
$20.000 |
CUYD | 0.0 |
| 8030 | EW~ Remove Asphalt Wedging WB Lane | 10094NX | 0.000 |
1.000 |
$1,764.000 |
EACH | 0.0 |
| 8033 | REMOVE PAVEMENT Shoulder Excavation 1641+22 LT | 02091 | 0.000 |
195.600 |
$8.120 |
SQYD | 0.0 |
| 8034 | EW~ Farm Field Drainage System KY 1531 | 10090NX | 0.000 |
1.000 |
$4,118.000 |
LS | 0.0 |
| 8035 | EARTHWORK REFILL & REGRADE DITCH TO FLOYDS FORK | 20196ED | 0.000 |
1.000 |
$6,969.000 |
LS | 0.0 |
| 8037 | LIQUIDATED DAMAGES Blasting Damages | 10111NS | 0.000 |
4,000.000 |
$-1.000 |
DOLL | 0.0 |
| 8043 | COST PLUS WORK Replace Guardrail End Treatments | 10080NSD | 0.000 |
130,201.000 |
$1.000 |
DOLL | 0.0 |
| 8044 | COST PLUS WORK Stabilize Slope at STA. 16383+00 Left. | 10080NSD | 0.000 |
14,076.000 |
$1.000 |
DOLL | 0.0 |
| 8045 | COST PLUS WORK WEDGE SETTLED BRIDGE ENDS | 10080NSD | 0.000 |
63,766.640 |
$1.000 |
DOLL | 0.0 |
| 8046 | METAL END SECTION TY 3-18 INCH | 01391 | 0.000 |
1.000 |
$1,325.000 |
EACH | 0.0 |
| 8047 | METAL END SECTION TY 3-15 INCH | 01390 | 0.000 |
1.000 |
$685.000 |
EACH | 0.0 |
| 8048 | CULVERT PIPE-18 INCH | 00462 | 0.000 |
70.000 |
$16.854 |
LF | 0.0 |
| 8050 | COST PLUS WORK FRENCH DRAIN | 10080NSD | 0.000 |
1.000 |
$7,140.000 |
DOLL | 0.0 |
| 8051 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $21,669,908.39 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1450 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,495,000.000 |
LS | 4.4 |
| 1460 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$475,000.000 |
LS | 1.4 |
Category Total $1,970,000.00 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0003 | CATEGORY Description | INTELLIGENT TRANSPORTATION SYSTEM |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1470 | SITE PREPARATION | 02187 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 1480 | PVC PIPE-2 IN | 03381 | 150.000 |
150.000 |
$2.210 |
LF | 0.0 |
| 1490 | POLE BASE-HIGH MAST | 04742 | 1.000 |
1.000 |
$5,519.000 |
EACH | 0.0 |
| 1500 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$405.000 |
EACH | 0.0 |
| 1510 | TRENCHING AND BACKFILLING | 04820 | 75.000 |
75.000 |
$2.950 |
LF | 0.0 |
| 1520 | WIRE-NO. 4 | 04835 | 300.000 |
300.000 |
$1.220 |
LF | 0.0 |
| 1530 | WINCH LOWERING TOOL | 21058ND | 1.000 |
1.000 |
$3,105.000 |
EACH | 0.0 |
| 1540 | CCTV ASSEMBLY | 21059ND | 1.000 |
0.000 |
$6,788.000 |
EACH | 0.0 |
| 1550 | MODEL 336 ENCLOSURE | 21066ND | 1.000 |
1.000 |
$4,900.000 |
EACH | 0.0 |
| 1560 | POLE 80 FT WITH LOWERING DEVICE | 21067ND | 1.000 |
1.000 |
$3,571.000 |
EACH | 0.0 |
| 1570 | SURGE DEVICE 120 VOLT | 21069ND | 1.000 |
1.000 |
$175.000 |
EACH | 0.0 |
| 1580 | DATA SURGE DEVICE | 21071ND | 1.000 |
1.000 |
$175.000 |
EACH | 0.0 |
| 1590 | VIDEO SURGE DEVICE | 21072ND | 1.000 |
1.000 |
$150.000 |
EACH | 0.0 |
| 1600 | INSTALL TRIMARC SUPPLIED ITEMS | 22942NN | 1.000 |
1.000 |
$1,014.000 |
LS | 0.0 |
| 8008 | CCTV ASSEMBLY changes required by CO Traffic Operations | 21059ND | 0.000 |
1.000 |
$7,986.800 |
EACH | 0.0 |
Category Total $27,920.75 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0004 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1610 | REFERENCE MARKER | 04903 | 25.000 |
25.000 |
$111.960 |
EACH | 0.0 |
| 1620 | BARRIER MOUNTING BRACKET | 04904 | 25.000 |
25.000 |
$200.000 |
EACH | 0.0 |
| 1630 | GMSS GALV STEEL TYPE A | 06400 | 7,348.000 |
7,348.000 |
$2.360 |
LB | 0.1 |
| 1640 | SBM ALUMINUM PANEL SIGNS | 06405 | 3,263.400 |
3,263.400 |
$17.190 |
SQFT | 0.2 |
| 1650 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 117.125 |
117.125 |
$13.250 |
SQFT | 0.0 |
| 1660 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 249.000 |
249.000 |
$13.250 |
SQFT | 0.0 |
| 1670 | STEEL POST TYPE 1 | 06410 | 134.000 |
134.000 |
$8.240 |
LF | 0.0 |
| 1680 | STEEL POST TYPE 2 | 06411 | 347.000 |
347.000 |
$6.750 |
LF | 0.0 |
| 1690 | STEEL POST MILE MARKERS | 06412 | 10.000 |
10.000 |
$125.000 |
EACH | 0.0 |
| 1700 | FLEXIBLE DELINEATOR POST-W | 06417 | 50.000 |
50.000 |
$32.000 |
EACH | 0.0 |
| 1710 | FLEXIBLE DELINEATOR POST-Y | 06418 | 100.000 |
100.000 |
$32.000 |
EACH | 0.0 |
| 1720 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.0 |
| 1730 | REMOVE SIGN SUPPORT BEAM | 06451 | 18.000 |
18.000 |
$175.000 |
EACH | 0.0 |
| 1740 | CLASS A CONCRETE FOR SIGNS | 06490 | 19.410 |
19.410 |
$606.000 |
CUYD | 0.0 |
| 1750 | ROADWAY CROSS SECTION | 20419ND | 8.000 |
8.000 |
$125.000 |
EACH | 0.0 |
| 1760 | BARRIER WALL POST | 20912ND | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 1770 | REMOVE SIGN | 21373ND | 19.000 |
19.000 |
$25.000 |
EACH | 0.0 |
| 1780 | GMSS TYPE D | 21596ND | 8.000 |
8.000 |
$227.850 |
EACH | 0.0 |
| 8039 | REMOVE & RESET TRAFFIC SIGN Overhead Panel Sign English Station Road | 20194ED | 0.000 |
1.000 |
$3,722.000 |
EACH | 0.0 |
| 8040 | MAINTAIN & CONTROL TRAFFIC Reseting of Panel Sign attached to English Station Rd Bridge | 02650 | 0.000 |
1.000 |
$1,362.000 |
LS | 0.0 |
Category Total $127,395.95 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 26206 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1790 | STRUCTURE GRANULAR BACKFILL | 02231 | 608.000 |
608.000 |
$40.000 |
CUYD | 0.1 |
| 1800 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 886.000 |
886.000 |
$2.400 |
SQYD | 0.0 |
| 1810 | MASONRY COATING | 02998 | 3,491.000 |
3,491.000 |
$9.000 |
SQYD | 0.1 |
| 1820 | ARMORED EDGE FOR CONCRETE | 03299 | 248.300 |
248.300 |
$50.000 |
LF | 0.0 |
| 1830 | STRUCTURE EXCAVATION-COMMON | 08001 | 1,899.000 |
1,899.000 |
$40.000 |
CUYD | 0.2 |
| 1840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 144.000 |
144.000 |
$170.000 |
CUYD | 0.1 |
| 1850 | CYCLOPEAN STONE RIP RAP | 08019 | 2,718.000 |
2,718.000 |
$26.000 |
TON | 0.2 |
| 1860 | TEST PILES | 08033 | 80.000 |
80.000 |
$50.000 |
LF | 0.0 |
| 1870 | PRE-DRILLING FOR PILES | 08039 | 232.000 |
840.000 |
$60.000 |
LF | 0.0 |
| 1880 | PILES-STEEL HP14X73 | 08050 | 1,464.000 |
1,464.000 |
$53.000 |
LF | 0.2 |
| 1890 | PILE POINTS-14 IN | 08095 | 44.000 |
44.000 |
$105.000 |
EACH | 0.0 |
| 1900 | CONCRETE-CLASS A | 08100 | 955.900 |
955.900 |
$625.000 |
CUYD | 1.7 |
| 1910 | CONCRETE-CLASS AA | 08104 | 1,406.600 |
1,406.600 |
$450.000 |
CUYD | 1.8 |
| 1920 | MECHANICAL REINF COUPLER #5 | 08130 | 72.000 |
72.000 |
$18.000 |
EACH | 0.0 |
| 1930 | MECHANICAL REINF COUPLER #8 | 08133 | 32.000 |
32.000 |
$37.000 |
EACH | 0.0 |
| 1940 | MECHANICAL REINF COUPLER #9 | 08134 | 32.000 |
32.000 |
$47.000 |
EACH | 0.0 |
| 1950 | MECHANICAL REINF COUPLER #10 | 08135 | 40.000 |
40.000 |
$57.000 |
EACH | 0.0 |
| 1960 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | 20.000 |
20.000 |
$22.000 |
EACH | 0.0 |
| 1970 | STEEL REINFORCEMENT | 08150 | 156,418.000 |
145,893.490 |
$0.710 |
LB | 0.3 |
| 1980 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 400,550.000 |
400,550.000 |
$0.730 |
LB | 0.9 |
| 1990 | STRUCTURAL STEEL 3140 LBS | 08160 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 2000 | PRECAST PC I BEAM TYPE 5 | 08636 | 3,962.800 |
3,962.800 |
$305.000 |
LF | 3.5 |
| 2010 | CONCRETE FORM LINER | 21119ED | 1,221.000 |
1,221.000 |
$33.000 |
SQYD | 0.1 |
| 2020 | RAIL SYSTEM TYPE III | 21532ED | 616.000 |
616.000 |
$50.000 |
LF | 0.1 |
| 8016 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | 0.000 |
2,156.000 |
$23.820 |
EACH | 0.0 |
| 8036 | EW~ Floyds Fork Drainage System | 10090NX | 0.000 |
1.000 |
$7,686.470 |
LS | 0.0 |
| 8038 | MASS CONCRETE PIER 2 FOOTER PHASE 3 | 10040ES | 0.000 |
10.000 |
$146.280 |
CUYD | 0.0 |
Category Total $3,273,837.18 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | 26207 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2030 | STRUCTURE GRANULAR BACKFILL | 02231 | 836.000 |
836.000 |
$40.000 |
CUYD | 0.1 |
| 2040 | MASONRY COATING | 02998 | 1,351.000 |
1,351.000 |
$9.000 |
SQYD | 0.0 |
| 2050 | ARMORED EDGE FOR CONCRETE | 03299 | 106.000 |
106.000 |
$50.000 |
LF | 0.0 |
| 2060 | STRUCTURE EXCAVATION-COMMON | 08001 | 94.000 |
706.190 |
$40.000 |
CUYD | 0.0 |
| 2070 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 105.000 |
105.000 |
$170.000 |
CUYD | 0.1 |
| 2080 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 326.000 |
326.000 |
$27.000 |
TON | 0.0 |
| 2090 | TEST PILES | 08033 | 17.000 |
17.000 |
$50.000 |
LF | 0.0 |
| 2100 | PILES-STEEL HP14X73 | 08050 | 168.000 |
168.000 |
$53.000 |
LF | 0.0 |
| 2110 | PILE POINTS-14 IN | 08095 | 15.000 |
15.000 |
$105.000 |
EACH | 0.0 |
| 2120 | CONCRETE-CLASS A | 08100 | 194.400 |
194.400 |
$625.000 |
CUYD | 0.4 |
| 2130 | CONCRETE-CLASS AA | 08104 | 497.900 |
497.900 |
$450.000 |
CUYD | 0.7 |
| 2140 | STEEL REINFORCEMENT | 08150 | 29,067.000 |
29,067.000 |
$0.710 |
LB | 0.1 |
| 2150 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 133,599.000 |
133,599.000 |
$0.730 |
LB | 0.3 |
| 2160 | PRECAST PC I BEAM TYPE 7 | 08637 | 1,543.000 |
1,546.000 |
$295.000 |
LF | 1.3 |
| 2170 | RAIL SYSTEM TYPE III | 21532ED | 520.000 |
520.000 |
$50.000 |
LF | 0.1 |
| 3220 | PRE-DRILLING FOR PILES | 08039 | 185.000 |
185.000 |
$60.000 |
LF | 0.0 |
| 8015 | EW~ EXPANSION FIBER BOARD AT GILLIAN ROAD STRUCTURE | 10090NX | 0.000 |
1.000 |
$1,855.270 |
LS | 0.0 |
Category Total $1,048,644.84 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | 26208 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2180 | STRUCTURE GRANULAR BACKFILL | 02231 | 546.000 |
546.000 |
$40.000 |
CUYD | 0.1 |
| 2190 | MASONRY COATING | 02998 | 1,405.000 |
1,405.000 |
$9.000 |
SQYD | 0.0 |
| 2200 | ARMORED EDGE FOR CONCRETE | 03299 | 264.000 |
264.000 |
$50.000 |
LF | 0.0 |
| 2210 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 642.000 |
642.000 |
$27.000 |
TON | 0.1 |
| 2220 | TEST PILES | 08033 | 66.000 |
66.000 |
$50.000 |
LF | 0.0 |
| 2230 | PRE-DRILLING FOR PILES | 08039 | 393.000 |
393.000 |
$60.000 |
LF | 0.1 |
| 2240 | PILES-STEEL HP12X53 | 08046 | 1,508.000 |
1,508.000 |
$40.000 |
LF | 0.2 |
| 2250 | PILE POINTS-12 IN | 08094 | 50.000 |
50.000 |
$95.000 |
EACH | 0.0 |
| 2260 | CONCRETE-CLASS A | 08100 | 342.400 |
342.400 |
$625.000 |
CUYD | 0.6 |
| 2270 | CONCRETE-CLASS AA | 08104 | 751.500 |
751.500 |
$450.000 |
CUYD | 1.0 |
| 2280 | MECHANICAL REINF COUPLER #10 | 08135 | 56.000 |
56.000 |
$57.000 |
EACH | 0.0 |
| 2290 | STEEL REINFORCEMENT | 08150 | 51,970.000 |
51,970.000 |
$0.710 |
LB | 0.1 |
| 2300 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 221,949.000 |
221,949.000 |
$0.730 |
LB | 0.5 |
| 2310 | PRECAST PC I BEAM TYPE 3 | 08633 | 2,040.500 |
2,040.500 |
$235.000 |
LF | 1.4 |
| 2320 | DRILLED SHAFT-ROCK 48 IN | 20637ED | 196.000 |
196.000 |
$410.000 |
LF | 0.2 |
| 2330 | ROCK CORINGS | 20746ED | 420.000 |
420.000 |
$55.000 |
LF | 0.1 |
| 2340 | SOUNDINGS | 21084ED | 490.000 |
490.000 |
$15.000 |
LF | 0.0 |
| 2350 | RAIL SYSTEM TYPE III | 21532ED | 320.000 |
320.000 |
$50.000 |
LF | 0.0 |
| 2360 | DRILLED SHAFT-54 IN-COMMON | 22417EN | 217.000 |
217.000 |
$415.000 |
LF | 0.3 |
| 8041 | STRUCTURE EXCAVATION-COMMON | 08001 | 0.000 |
758.270 |
$40.000 |
CUYD | 0.0 |
Category Total $1,607,639.97 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | 26209 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2370 | STRUCTURE GRANULAR BACKFILL | 02231 | 476.000 |
476.000 |
$40.000 |
CUYD | 0.1 |
| 2380 | MASONRY COATING | 02998 | 1,271.000 |
1,271.000 |
$9.000 |
SQYD | 0.0 |
| 2390 | ARMORED EDGE FOR CONCRETE | 03299 | 275.500 |
275.500 |
$50.000 |
LF | 0.0 |
| 2400 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 690.000 |
690.000 |
$27.000 |
TON | 0.1 |
| 2410 | TEST PILES | 08033 | 60.000 |
60.000 |
$50.000 |
LF | 0.0 |
| 2420 | PRE-DRILLING FOR PILES | 08039 | 458.000 |
458.000 |
$60.000 |
LF | 0.1 |
| 2430 | PILES-STEEL HP14X73 | 08050 | 1,000.000 |
1,000.000 |
$53.000 |
LF | 0.2 |
| 2440 | PILE POINTS-14 IN | 08095 | 42.000 |
42.000 |
$105.000 |
EACH | 0.0 |
| 2450 | CONCRETE-CLASS A | 08100 | 325.300 |
325.300 |
$625.000 |
CUYD | 0.6 |
| 2460 | CONCRETE-CLASS AA | 08104 | 802.300 |
802.300 |
$450.000 |
CUYD | 1.1 |
| 2470 | STEEL REINFORCEMENT | 08150 | 66,627.000 |
66,627.000 |
$0.710 |
LB | 0.1 |
| 2480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 142,719.000 |
142,719.000 |
$0.730 |
LB | 0.3 |
| 2490 | PRECAST PC I BEAM TYPE 3 | 08633 | 2,525.300 |
2,525.300 |
$235.000 |
LF | 1.7 |
| 2500 | MECHANICAL COUPLER | 20568NN | 136.000 |
136.000 |
$45.000 |
EACH | 0.0 |
| 2510 | DRILLED SHAFT-ROCK 48 IN | 20637ED | 168.000 |
168.000 |
$410.000 |
LF | 0.2 |
| 2520 | ROCK CORINGS | 20746ED | 392.000 |
392.000 |
$55.000 |
LF | 0.1 |
| 2530 | SOUNDINGS | 21084ED | 420.000 |
420.000 |
$15.000 |
LF | 0.0 |
| 2540 | RAIL SYSTEM TYPE III | 21532ED | 322.400 |
322.400 |
$50.000 |
LF | 0.0 |
| 2550 | DRILLED SHAFT-54 IN-COMMON | 22417EN | 133.000 |
133.000 |
$415.000 |
LF | 0.2 |
| 8042 | STRUCTURE EXCAVATION-COMMON | 08001 | 0.000 |
711.670 |
$40.000 |
CUYD | 0.0 |
Category Total $1,634,232.04 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | 26212 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2560 | STRUCTURE GRANULAR BACKFILL | 02231 | 326.000 |
326.000 |
$40.000 |
CUYD | 0.0 |
| 2570 | CONCRETE-CLASS B | 02555 | 4.000 |
4.000 |
$1,500.000 |
CUYD | 0.0 |
| 2580 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,265.000 |
1,265.000 |
$2.700 |
SQYD | 0.0 |
| 2590 | MASONRY COATING | 02998 | 1,174.000 |
1,174.000 |
$9.000 |
SQYD | 0.0 |
| 2600 | ARMORED EDGE FOR CONCRETE | 03299 | 294.000 |
294.000 |
$50.000 |
LF | 0.0 |
| 2610 | STRUCTURE EXCAVATION-COMMON | 08001 | 635.000 |
635.000 |
$40.000 |
CUYD | 0.1 |
| 2620 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 140.000 |
140.000 |
$170.000 |
CUYD | 0.1 |
| 2630 | CYCLOPEAN STONE RIP RAP | 08019 | 1,421.000 |
1,421.000 |
$26.000 |
TON | 0.1 |
| 2640 | TEST PILES | 08033 | 59.000 |
59.000 |
$50.000 |
LF | 0.0 |
| 2650 | PRE-DRILLING FOR PILES | 08039 | 235.000 |
235.000 |
$60.000 |
LF | 0.0 |
| 2660 | PILES-STEEL HP12X53 | 08046 | 1,512.000 |
1,512.000 |
$40.000 |
LF | 0.2 |
| 2670 | PILE POINTS-12 IN | 08094 | 50.000 |
50.000 |
$95.000 |
EACH | 0.0 |
| 2680 | CONCRETE-CLASS A | 08100 | 653.600 |
653.600 |
$625.000 |
CUYD | 1.2 |
| 2690 | CONCRETE-CLASS AA | 08104 | 1,362.900 |
1,362.900 |
$450.000 |
CUYD | 1.8 |
| 2700 | MECHANICAL REINF COUPLER #10 | 08135 | 68.000 |
68.000 |
$57.000 |
EACH | 0.0 |
| 2710 | STEEL REINFORCEMENT | 08150 | 116,205.000 |
116,205.000 |
$0.710 |
LB | 0.2 |
| 2720 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 434,344.000 |
434,344.000 |
$0.730 |
LB | 0.9 |
| 2730 | PRECAST PC I BEAM TYPE 7 | 08637 | 3,622.000 |
3,622.000 |
$295.000 |
LF | 3.1 |
| 2740 | RAIL SYSTEM TYPE III | 21532ED | 564.000 |
564.000 |
$50.000 |
LF | 0.1 |
| 8005 | MASS CONCRETE mass concrete due to rock elevations on pier 1, phase 1, | 10040ES | 0.000 |
20.990 |
$146.280 |
CUYD | 0.0 |
| 8007 | COST PLUS WORK had to cut deck steel that was too long for phasing | 10080NSD | 0.000 |
4,377.750 |
$1.000 |
DOLL | 0.0 |
| 8026 | MASS CONCRETE Mass Concrete due rock elevation @ pier 2 phase 3 | 10040ES | 0.000 |
1.500 |
$144.796 |
CUYD | 0.0 |
| 8031 | NON-SPEC MATERIAL Department Credit for Non Spec Epoxy Coated Bolsters | 10070NS | 0.000 |
-15,000.000 |
$1.000 |
DOLL | 0.0 |
| 8032 | MASS CONCRETE PIER 1 & PIER 2 PHASE 3 | 10040ES | 0.000 |
15.160 |
$146.280 |
CUYD | 0.0 |
Category Total $2,738,095.17 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0010 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2750 | SIGNS | 02562 | 160.000 |
160.000 |
$4.900 |
SQFT | 0.0 |
| 2760 | MAINTAIN & CONTROL TRAFFIC SIGNALS | 02650 | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 2770 | ARROW PANEL | 02775 | 1.000 |
1.000 |
$10.000 |
EACH | 0.0 |
| 2780 | CONDUIT-1 1/4 IN | 04793 | 80.000 |
80.000 |
$6.330 |
LF | 0.0 |
| 2790 | CONDUIT-2 IN | 04795 | 50.000 |
50.000 |
$8.730 |
LF | 0.0 |
| 2800 | TRENCHING AND BACKFILLING | 04820 | 90.000 |
90.000 |
$2.950 |
LF | 0.0 |
| 2810 | PIEZOELECTRIC SENSOR | 04829 | 6.000 |
6.000 |
$1,134.000 |
EACH | 0.0 |
| 2820 | LOOP WIRE | 04830 | 2,700.000 |
2,700.000 |
$0.330 |
LF | 0.0 |
| 2830 | LOOP SAW SLOT AND FILL | 04895 | 530.000 |
530.000 |
$11.480 |
LF | 0.0 |
| 2840 | GALVANIZED STEEL CABINET 20 INCH X 20 INCH | 20359NN | 2.000 |
2.000 |
$438.000 |
EACH | 0.0 |
| 2850 | JUNCTION BOX TYPE A | 20391NS835 | 2.000 |
2.000 |
$568.500 |
EACH | 0.0 |
Category Total $17,894.80 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0012 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2860 | REMOVE PIPE 12 INCH PIPE BEING ABANDONED | 01310 | 280.000 |
280.000 |
$5.000 |
LF | 0.0 |
| 2870 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 2880 | SAFELOADING 24 INCH PIPE BEING ABANDONED | 02690 | 35.000 |
35.000 |
$100.000 |
CUYD | 0.0 |
| 2890 | DUCTILE IRON PLUG 12 INCH MJ | 20330NN | 2.000 |
2.000 |
$25.000 |
EACH | 0.0 |
| 2900 | CUT AND PLUG 12 IN | 20708ND | 2.000 |
2.000 |
$780.000 |
EACH | 0.0 |
| 2910 | HYDROSTATIC TEST 12 IN MAIN | 20722ND | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 2920 | CONNECT TO 12 IN | 20790ND | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 2930 | EROSION CONTROL PER EPSC ORDINANCE | 21415ND | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 2940 | INSTALL FOSTER ADAPTERS - 12 IN BOLT THRU RESTRAINTS | 22951NN | 2.000 |
2.000 |
$25.000 |
EACH | 0.0 |
| 2950 | DUCTILE IRON PIPE-12 IN-INSTALL TO BE TR-FLEX | 22954ED | 400.000 |
400.000 |
$45.000 |
LF | 0.1 |
| 2960 | SOLID SLEEVE-12 IN-INSTALL | 22955ND | 2.000 |
2.000 |
$240.000 |
EACH | 0.0 |
| 2970 | GATE VALVE-12 IN-INSTALL RESILIENT SEAL | 22956ND | 1.000 |
1.000 |
$828.000 |
EACH | 0.0 |
| 2980 | BEND 45 DEG-12 IN-INSTALL | 22957ND | 6.000 |
6.000 |
$515.000 |
EACH | 0.0 |
| 2990 | GRIPPER GLAND-12 IN-INSTALL | 22958ND | 14.000 |
14.000 |
$60.000 |
EACH | 0.0 |
| 3000 | STEEL ENCASEMENT PIPE-24 IN-INSTALL | 22959ED | 280.000 |
280.000 |
$2.000 |
LF | 0.0 |
| 3010 | BORE & JACK ENCASEMENT PIPE-INSTALL | 22960ED | 280.000 |
280.000 |
$220.000 |
LF | 0.2 |
| 3020 | CASING SPACERS-INSTALL | 22961ND | 350.000 |
350.000 |
$30.000 |
EACH | 0.0 |
| 3030 | CASING END SEALS-INSTALL | 22962ND | 2.000 |
0.000 |
$480.000 |
EACH | 0.0 |
| 3040 | POLYWRAP-INSTALL | 22963ED | 1,000.000 |
1,000.000 |
$1.000 |
LF | 0.0 |
| 3050 | POLYTAPE-INSTALL | 22964ND | 10.000 |
10.000 |
$0.100 |
EACH | 0.0 |
| 3060 | KEYTUBE-7 IN-INSTALL APPROX 5 LIN.FT. | 22965ND | 1.000 |
1.000 |
$25.000 |
EACH | 0.0 |
| 3070 | ROUNDTOP AND LID #2-INSTALL | 22966ND | 1.000 |
1.000 |
$25.000 |
EACH | 0.0 |
| 8011 | BEND 22.50 DEG 12 IN | 03548 | 0.000 |
1.000 |
$666.750 |
EACH | 0.0 |
| 8012 | CASING END SEALS-INSTALL | 22962ND | 0.000 |
2.000 |
$449.000 |
EACH | 0.0 |
| 8014 | EW~ RELOCATE 8 IN WATER MAIN & BLOW OFF ASSEMBLY | 10090NX | 0.000 |
1.000 |
$13,900.000 |
LS | 0.0 |
Category Total $112,569.00 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0013 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3080 | POLE BASE | 04740 | 12.000 |
12.000 |
$770.000 |
EACH | 0.0 |
| 3090 | FUSED CONNECTOR KIT | 04780 | 26.000 |
26.000 |
$101.000 |
EACH | 0.0 |
| 3100 | CONDUIT-1 1/4 IN | 04793 | 2,030.000 |
2,030.000 |
$6.510 |
LF | 0.0 |
| 3110 | CONDUIT-2 IN | 04795 | 70.000 |
70.000 |
$8.730 |
LF | 0.0 |
| 3120 | JUNCTION BOX TYPE B | 04811 | 5.000 |
5.000 |
$405.000 |
EACH | 0.0 |
| 3130 | TRENCHING AND BACKFILLING | 04820 | 2,000.000 |
2,000.000 |
$2.950 |
LF | 0.0 |
| 3140 | WIRE-NO. 12 | 04832 | 1,250.000 |
1,250.000 |
$0.330 |
LF | 0.0 |
| 3150 | WIRE-NO. 6 | 04834 | 4,400.000 |
4,400.000 |
$0.950 |
LF | 0.0 |
| 3160 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 3170 | REMOVE STORE & REINSTALL POLE | 04942 | 12.000 |
12.000 |
$346.000 |
EACH | 0.0 |
Category Total $42,461.90 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0014 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3180 | TRAINEE PAYMENT REIMBURSEMENT 1 IRON WORKER TRAINEE | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
| 3190 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $2,400.00 |
| SM- Project | DE05600640904 | CATEGORY NUMBER | 0015 | CATEGORY Description | NON PARTICIPATING FHWA |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8006 | COST PLUS WORK UTILITY CONFLICT KY 1531 NON PART. | 10080NSD | 0.000 |
75,818.740 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |