|
Item List 041124 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041124 | Primary Project Number | D025006404124 |
| Contract Description | VAN METER ROAD I-64/KY 1958 INTERCHANGE | ||
| Primary County | CLARK | Fed/St Number | IM-NH 64-5(62)94 |
| Vendor ID | 00135 | Vendor Name | THE ALLEN COMPANY INC |
| Bid Amount | $ 27,711,097.57 | ||
| SM- Project | D025006404124 |
| Fed/State Number | IM-NH 64-5(62)94 |
| Project Description | VAN METER ROAD I-64/KY 1958 INTERCHANGE |
| *********** |
| SM- Project | D025006404124 | 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 | 122,676.000 |
122,676.000 |
$16.500 |
TON | 7.3 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 39,272.000 |
39,272.000 |
$32.000 |
TON | 4.5 |
| 0030 | TRAFFIC BOUND BASE | 00020 | 1,000.000 |
1,000.000 |
$18.000 |
TON | 0.1 |
| 0040 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 19,988.000 |
19,988.000 |
$22.650 |
CUYD | 1.6 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 83.000 |
83.000 |
$85.000 |
TON | 0.0 |
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | 411.000 |
411.000 |
$50.000 |
TON | 0.1 |
| 0070 | LEVELING & WEDGING PG64-22 | 00190 | 23,912.000 |
23,912.000 |
$43.150 |
TON | 3.7 |
| 0080 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 24,069.000 |
24,069.000 |
$39.450 |
TON | 3.4 |
| 0090 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 8,232.000 |
8,232.000 |
$39.800 |
TON | 1.2 |
| 0100 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 21,113.000 |
21,113.000 |
$38.100 |
TON | 2.9 |
| 0110 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 42,135.000 |
42,135.000 |
$39.600 |
TON | 6.0 |
| 0120 | CL3 ASPH BASE 1.00D PG70-22 | 00215 | 11,098.000 |
0.000 |
$42.750 |
TON | 1.7 |
| 0130 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | 28,228.000 |
28,228.000 |
$40.300 |
TON | 4.1 |
| 0140 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 17,685.000 |
17,685.000 |
$45.500 |
TON | 2.9 |
| 0150 | EMULSIFIED ASPHALT RS-2 | 00291 | 49.000 |
49.000 |
$435.000 |
TON | 0.1 |
| 0160 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,900.000 |
1,900.000 |
$44.000 |
TON | 0.3 |
| 0170 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 2,030.000 |
2,030.000 |
$41.750 |
TON | 0.3 |
| 0180 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 4,999.000 |
4,999.000 |
$41.750 |
TON | 0.8 |
| 0190 | CL3 ASPH SURF 0.50D PG70-22 | 00313 | 2,933.000 |
0.000 |
$45.400 |
TON | 0.5 |
| 0200 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 15,770.000 |
15,770.000 |
$57.400 |
TON | 3.3 |
| 0210 | ASPHALT PLACEMENT WITH MTV | 00338 | 68,411.000 |
68,411.000 |
$1.300 |
TON | 0.3 |
| 0220 | ASPHALT CURING SEAL | 00358 | 103.000 |
103.000 |
$300.000 |
TON | 0.1 |
| 0230 | ENTRANCE PIPE-15 INCH | 00440 | 159.000 |
159.000 |
$30.000 |
LF | 0.0 |
| 0240 | ENTRANCE PIPE-18 INCH | 00441 | 1,060.000 |
1,060.000 |
$32.000 |
LF | 0.1 |
| 0250 | CULVERT PIPE-15 INCH | 00461 | 334.000 |
334.000 |
$65.000 |
LF | 0.1 |
| 0260 | CULVERT PIPE-15 INCH NO ALTERNATE | 00461 | 125.000 |
125.000 |
$65.000 |
LF | 0.0 |
| 0270 | CULVERT PIPE-18 INCH | 00462 | 165.000 |
165.000 |
$55.000 |
LF | 0.0 |
| 0280 | CULVERT PIPE-18 INCH NO ALTERNATE | 00462 | 37.000 |
37.000 |
$85.000 |
LF | 0.0 |
| 0290 | CULVERT PIPE-24 INCH | 00464 | 505.000 |
505.000 |
$85.000 |
LF | 0.2 |
| 0300 | CULVERT PIPE-24 INCH NO ALTERNATE | 00464 | 100.000 |
100.000 |
$65.000 |
LF | 0.0 |
| 0310 | CULVERT PIPE-30 INCH | 00466 | 343.000 |
343.000 |
$70.000 |
LF | 0.1 |
| 0320 | CULVERT PIPE-36 INCH | 00468 | 290.000 |
290.000 |
$95.000 |
LF | 0.1 |
| 0330 | CULVERT PIPE-42 INCH NO ALTERNATE | 00469 | 14.000 |
14.000 |
$150.000 |
LF | 0.0 |
| 0340 | CULVERT PIPE-72 INCH NO ALTERNATE | 00474 | 260.000 |
260.000 |
$275.000 |
LF | 0.3 |
| 0350 | STORM SEWER PIPE-18 INCH | 00522 | 317.000 |
317.000 |
$45.000 |
LF | 0.1 |
| 0360 | STORM SEWER PIPE-18 INCH NO ALTERNATE | 00522 | 131.000 |
131.000 |
$85.000 |
LF | 0.0 |
| 0370 | STORM SEWER PIPE-24 INCH | 00524 | 545.000 |
545.000 |
$55.000 |
LF | 0.1 |
| 0380 | STORM SEWER PIPE-24 INCH NO ALTERNATE | 00524 | 20.000 |
20.000 |
$85.000 |
LF | 0.0 |
| 0390 | PERFORATED PIPE-4 INCH | 01000 | 12,968.000 |
12,968.000 |
$4.500 |
LF | 0.2 |
| 0400 | PERFORATED PIPE-6 INCH | 01001 | 22,015.000 |
22,015.000 |
$4.850 |
LF | 0.4 |
| 0410 | NON-PERFORATED PIPE-4 INCH | 01010 | 433.000 |
433.000 |
$18.000 |
LF | 0.0 |
| 0420 | NON-PERFORATED PIPE-6 INCH | 01011 | 578.000 |
578.000 |
$18.000 |
LF | 0.0 |
| 0430 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.0 |
| 0440 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 24.000 |
24.000 |
$475.000 |
EACH | 0.0 |
| 0450 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 10.000 |
10.000 |
$475.000 |
EACH | 0.0 |
| 0460 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0470 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | 3.000 |
3.000 |
$525.000 |
EACH | 0.0 |
| 0480 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 27.000 |
27.000 |
$535.000 |
EACH | 0.1 |
| 0490 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 13.000 |
13.000 |
$555.000 |
EACH | 0.0 |
| 0500 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 3.000 |
3.000 |
$535.000 |
EACH | 0.0 |
| 0510 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 2.000 |
2.000 |
$555.000 |
EACH | 0.0 |
| 0520 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 4.000 |
4.000 |
$1,430.000 |
EACH | 0.0 |
| 0530 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 4.000 |
4.000 |
$2,150.000 |
EACH | 0.0 |
| 0540 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 3.000 |
3.000 |
$2,600.000 |
EACH | 0.0 |
| 0550 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$3,275.000 |
EACH | 0.0 |
| 0560 | DROP BOX INLET TYPE 1 | 01490 | 4.000 |
4.000 |
$3,150.000 |
EACH | 0.0 |
| 0570 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$3,375.000 |
EACH | 0.0 |
| 0580 | DROP BOX INLET TYPE 5F | 01517 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 0590 | DROP BOX INLET TYPE 13G | 01559 | 2.000 |
2.000 |
$2,300.000 |
EACH | 0.0 |
| 0600 | DROP BOX INLET TYPE 13G | 01559 | 5.000 |
5.000 |
$2,300.000 |
EACH | 0.0 |
| 0610 | CONC MED BARR BOX INLET TY 14A2 | 01614 | 1.000 |
1.000 |
$5,685.000 |
EACH | 0.0 |
| 0620 | CONC MED BARR BOX INLET TY 14B2 | 01615 | 9.000 |
9.000 |
$5,685.000 |
EACH | 0.2 |
| 0630 | CONC MED BARR BOX INLET TY 14B1 +-50 MODIFIED | 01616 | 2.000 |
2.000 |
$5,685.000 |
EACH | 0.0 |
| 0640 | CONC MED BARR BOX INLET TY 14B1 -50 | 01616 | 3.000 |
3.000 |
$5,685.000 |
EACH | 0.1 |
| 0650 | CONC MED BARR BOX INLET TY 14B1 B-50 MODIFIED | 01616 | 2.000 |
2.000 |
$1,975.000 |
EACH | 0.0 |
| 0660 | JUNCTION BOX-24 INCH | 01643 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.0 |
| 0670 | FLUME INLET TYPE 1 | 01690 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0680 | FLUME INLET TYPE 2 | 01691 | 16.000 |
22.000 |
$4,000.000 |
EACH | 0.2 |
| 0690 | LIP CURB AND GUTTER | 01820 | 2,433.000 |
2,433.000 |
$18.650 |
LF | 0.2 |
| 0700 | ISLAND INTEGRAL CURB | 01845 | 328.000 |
328.000 |
$16.500 |
LF | 0.0 |
| 0710 | ISLAND HEADER CURB TYPE 2 | 01891 | 115.000 |
115.000 |
$35.000 |
LF | 0.0 |
| 0720 | ASPHALT WEDGE CURB | 01897 | 5,052.500 |
5,772.500 |
$7.000 |
LF | 0.1 |
| 0730 | MOUNTABLE MEDIAN TYPE 6A | 01949 | 142.000 |
550.000 |
$105.000 |
SQYD | 0.1 |
| 0740 | DELINEATOR FOR BARRIER-WHITE | 01984 | 280.000 |
280.000 |
$7.250 |
EACH | 0.0 |
| 0750 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 1,360.000 |
1,360.000 |
$7.250 |
EACH | 0.0 |
| 0760 | RELOCATE TEMP CONC MED BARRIER | 02003 | 18,220.000 |
18,220.000 |
$3.650 |
LF | 0.2 |
| 0770 | BARRICADE-TYPE III | 02014 | 21.000 |
21.000 |
$300.000 |
EACH | 0.0 |
| 0780 | JPC PAVEMENT-12 INCH | 02070 | 5,343.000 |
0.000 |
$75.000 |
SQYD | 1.4 |
| 0790 | JPC PAVEMENT-8 INCH | 02084 | 221.000 |
221.000 |
$55.000 |
SQYD | 0.0 |
| 0800 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 368.000 |
629.600 |
$15.000 |
CUYD | 0.0 |
| 0810 | GRANULAR EMBANKMENT | 02223 | 27,366.000 |
27,366.000 |
$18.700 |
CUYD | 1.8 |
| 0820 | EMBANKMENT IN PLACE | 02230 | 333,924.000 |
333,924.000 |
$7.550 |
CUYD | 9.1 |
| 0830 | WATER | 02242 | 6,203.000 |
6,203.000 |
$1.000 |
MGAL | 0.0 |
| 0840 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 9,689.000 |
9,689.000 |
$4.120 |
LF | 0.1 |
| 0850 | REMOVE FENCE | 02265 | 8,532.000 |
8,532.000 |
$1.470 |
LF | 0.0 |
| 0860 | REMOVE & REPLACE FENCE | 02268 | 13,707.000 |
13,707.000 |
$5.590 |
LF | 0.3 |
| 0870 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 17,893.750 |
17,893.750 |
$14.580 |
LF | 0.9 |
| 0880 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
9.000 |
$39.500 |
EACH | 0.0 |
| 0890 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,968.000 |
EACH | 0.0 |
| 0900 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 9.000 |
9.000 |
$539.000 |
EACH | 0.0 |
| 0910 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$460.000 |
EACH | 0.0 |
| 0920 | REMOVE GUARDRAIL | 02381 | 12,417.000 |
12,417.000 |
$1.100 |
LF | 0.0 |
| 0930 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 16.000 |
16.000 |
$1,830.000 |
EACH | 0.1 |
| 0940 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 41.000 |
41.000 |
$64.400 |
EACH | 0.0 |
| 0950 | CHANNEL LINING CLASS II | 02483 | 5,177.400 |
5,352.400 |
$28.000 |
TON | 0.5 |
| 0960 | CHANNEL LINING CLASS III | 02484 | 4,778.950 |
4,778.950 |
$29.500 |
TON | 0.5 |
| 0970 | CLEARING AND GRUBBING 67.77 ACRES | 02545 | 1.000 |
1.000 |
$108,000.000 |
LS | 0.4 |
| 0980 | CONCRETE-CLASS B | 02555 | 351.000 |
532.100 |
$247.000 |
CUYD | 0.3 |
| 0990 | SIGNS | 02562 | 1,921.500 |
1,921.500 |
$8.500 |
SQFT | 0.1 |
| 1000 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 216,683.000 |
210,283.000 |
$1.300 |
SQYD | 1.0 |
| 1010 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$295,000.000 |
LS | 1.1 |
| 1020 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$10,000.000 |
EACH | 0.1 |
| 1030 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 1040 | ASPH PAVE MILLING & TEXTURING | 02677 | 2,256.000 |
2,256.000 |
$40.000 |
TON | 0.3 |
| 1050 | TEMPORARY SILT FENCE | 02701 | 1,286.000 |
1,286.000 |
$2.550 |
LF | 0.0 |
| 1060 | SAND FOR BLOTTER | 02702 | 330.000 |
330.000 |
$30.000 |
TON | 0.0 |
| 1070 | SILT TRAP TYPE B | 02704 | 53.000 |
53.000 |
$260.000 |
EACH | 0.0 |
| 1080 | SILT CHECK | 02705 | 159.000 |
159.000 |
$75.000 |
EACH | 0.0 |
| 1090 | CLEAN SILT TRAP TYPE B | 02707 | 53.000 |
53.000 |
$245.000 |
EACH | 0.0 |
| 1100 | CLEAN SILT CHECK | 02708 | 159.000 |
159.000 |
$75.000 |
EACH | 0.0 |
| 1110 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,286.000 |
1,286.000 |
$2.550 |
LF | 0.0 |
| 1120 | SIDEWALK-4 INCH CONCRETE | 02720 | 57.000 |
57.000 |
$30.000 |
SQYD | 0.0 |
| 1130 | STAKING | 02726 | 1.000 |
1.000 |
$165,000.000 |
LS | 0.6 |
| 1140 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$88,300.000 |
LS | 0.3 |
| 1150 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 1160 | CRASH CUSHION TYPE VI-T | 02894 | 10.000 |
10.000 |
$6,725.000 |
EACH | 0.2 |
| 1170 | RELOCATE CRASH CUSHION | 02898 | 20.000 |
20.000 |
$675.000 |
EACH | 0.0 |
| 1180 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 32,580.000 |
32,580.000 |
$25.000 |
LF | 2.9 |
| 1190 | TUBULAR MARKERS | 03225 | 12.000 |
12.000 |
$50.000 |
EACH | 0.0 |
| 1200 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$1,350.000 |
EACH | 0.0 |
| 1210 | EROSION CONTROL BLANKET | 05950 | 11,872.000 |
11,872.000 |
$1.100 |
SQYD | 0.0 |
| 1220 | TEMP SEEDING AND PROTECTION | 05953 | 26,697.000 |
151,697.000 |
$0.170 |
SQYD | 0.0 |
| 1230 | TOPDRESSING FERTILIZER | 05966 | 14.170 |
14.170 |
$313.150 |
TON | 0.0 |
| 1240 | SEEDING AND PROTECTION | 05985 | 266,970.000 |
266,970.000 |
$0.220 |
SQYD | 0.2 |
| 1250 | SPECIAL SEEDING CROWN VETCH | 05989 | 68,199.000 |
68,199.000 |
$0.150 |
SQYD | 0.0 |
| 1260 | FLEXIBLE DELINEATOR POST-W | 06417 | 25.000 |
25.000 |
$22.000 |
EACH | 0.0 |
| 1270 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 4,000.000 |
84,000.000 |
$0.250 |
LF | 0.0 |
| 1280 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 260,816.000 |
260,816.000 |
$0.150 |
LF | 0.1 |
| 1290 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 44,167.000 |
44,167.000 |
$0.200 |
LF | 0.0 |
| 1300 | PAVE STRIPING REMOVAL-6 INCH | 06531 | 1,800.000 |
31,800.000 |
$0.750 |
LF | 0.0 |
| 1310 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 50,799.000 |
50,799.000 |
$0.530 |
LF | 0.1 |
| 1320 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 28,595.000 |
28,595.000 |
$0.530 |
LF | 0.1 |
| 1330 | PAVE STRIPING-THERMO-12 INCH W | 06546 | 2,268.000 |
2,268.000 |
$1.060 |
LF | 0.0 |
| 1340 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 11,798.000 |
11,798.000 |
$2.500 |
LF | 0.1 |
| 1350 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 103,779.000 |
103,779.000 |
$1.200 |
LF | 0.4 |
| 1360 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 98,300.000 |
98,300.000 |
$1.200 |
LF | 0.4 |
| 1370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 550.000 |
550.000 |
$5.000 |
LF | 0.0 |
| 1380 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 2,612.000 |
2,612.000 |
$1.750 |
SQFT | 0.0 |
| 1390 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 1,339.000 |
1,339.000 |
$0.750 |
LF | 0.0 |
| 1400 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 66.000 |
66.000 |
$60.000 |
EACH | 0.0 |
| 1410 | PAVE MARKING-PREF THERMO ONLY | 06576 | 1.000 |
1.000 |
$125.000 |
EACH | 0.0 |
| 1420 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 5,197.000 |
5,197.000 |
$3.250 |
EACH | 0.1 |
| 1430 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 4,923.000 |
4,923.000 |
$3.250 |
EACH | 0.1 |
| 1440 | PAVEMENT MARKER TYPE V-MW | 06589 | 161.000 |
161.000 |
$17.000 |
EACH | 0.0 |
| 1450 | PAVEMENT MARKER TYPE V-BY | 06591 | 12.000 |
12.000 |
$17.000 |
EACH | 0.0 |
| 1460 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 990.000 |
990.000 |
$17.000 |
EACH | 0.1 |
| 1470 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 100.000 |
100.000 |
$17.000 |
EACH | 0.0 |
| 1480 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 308.000 |
308.000 |
$7.500 |
EACH | 0.0 |
| 1490 | CONCRETE-CLASS A | 08100 | 40.820 |
40.820 |
$885.000 |
CUYD | 0.1 |
| 1500 | STEEL REINFORCEMENT | 08150 | 1,884.000 |
1,884.000 |
$2.000 |
LB | 0.0 |
| 1510 | SILT CHECK (MOD) | 20073ES213 | 30.000 |
30.000 |
$175.000 |
EACH | 0.0 |
| 1520 | CLEAN SILT CHECK (MOD) | 20074ES213 | 30.000 |
30.000 |
$175.000 |
EACH | 0.0 |
| 1530 | CONC MED BAR TY 14C(50) | 20413ES508 | 9,090.000 |
9,090.000 |
$67.000 |
LF | 2.2 |
| 1540 | CONC MED BAR TY 14C1(50) | 20414ES508 | 142.000 |
142.000 |
$310.000 |
LF | 0.2 |
| 1550 | CONC MED BAR TY 12C2(50) AT BRIDGE PIERS | 20415ES508 | 366.000 |
366.000 |
$115.000 |
LF | 0.2 |
| 1560 | SAW CUT | 20430ED | 30,178.000 |
30,178.000 |
$1.000 |
LF | 0.1 |
| 8007 | TEMPORARY GUARDRAIL | 02397 | 0.000 |
8,900.000 |
$8.750 |
LF | 0.0 |
| 8008 | DROP BOX INLET TYPE 14 | 01577 | 0.000 |
1.000 |
$1,395.000 |
EACH | 0.0 |
| 8009 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 0.000 |
11,098.000 |
$47.500 |
TON | 0.0 |
| 8010 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | 0.000 |
2,933.000 |
$50.650 |
TON | 0.0 |
| 8011 | JPC PAVEMENT-12 INCH | 02070 | 0.000 |
5,343.000 |
$72.394 |
SQYD | 0.0 |
| 8012 | SIDEWALK RAMP TYPE 1 | 03287 | 0.000 |
3.000 |
$1,675.000 |
EACH | 0.0 |
| 8013 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | 0.000 |
300.000 |
$2.750 |
LF | 0.0 |
| 8014 | RELOCATE SIGN | 98923N | 0.000 |
1.000 |
$395.000 |
EACH | 0.0 |
| 8016 | CONCRETE BARRIER WALL MODIFIED Retaining Wall Cap | 02000 | 0.000 |
230.000 |
$370.000 |
LF | 0.0 |
| 8017 | EW~ Building Removal | 10098NX | 0.000 |
4,285.000 |
$1.000 |
DOLL | 0.0 |
| 8020 | MILLED RUMBLE STRIPS | 90723EC | 0.000 |
0.000 |
$0.350 |
LF | 0.0 |
| 8021 | EW~ Milled Rumble Strip Mobilization | 10090NX | 0.000 |
0.000 |
$5,500.000 |
LS | 0.0 |
| 8023 | MILLED RUMBLE STRIPS | 20314ED | 0.000 |
13,860.000 |
$0.350 |
LF | 0.0 |
| 8024 | EW~ Milled Rumble Strip Mobilization Cost | 10090NX | 0.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 8025 | FUEL ADJUSTMENT | 10020NS | 0.000 |
202,811.500 |
$1.000 |
DOLL | 0.0 |
| 8026 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
1,446,234.750 |
$1.000 |
DOLL | 0.0 |
| 8027 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 0.000 |
1,500.000 |
$4.300 |
LF | 0.0 |
| 8028 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 0.000 |
1,500.000 |
$4.300 |
LF | 0.0 |
| 8029 | MOBILIZATION Striping | 02568 | 0.000 |
1.000 |
$400.000 |
LS | 0.0 |
| 8030 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
300.000 |
$1.750 |
LF | 0.0 |
| 8031 | TRAFFIC SIGNAL WORK | 22014NN | 0.000 |
1.000 |
$14,940.000 |
LS | 0.0 |
| 8032 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
720.000 |
$8.000 |
LF | 0.0 |
| 8033 | MAINTAIN & CONTROL TRAFFIC Ditch and Dress Work | 02650 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8034 | MOBILIZATION Ditch and Dress Work | 02568 | 0.000 |
1.000 |
$3,225.000 |
LS | 0.0 |
| 8037 | JUNCTION BOX-ELECTRICAL Drainage | 04810 | 0.000 |
45.000 |
$250.000 |
EACH | 0.0 |
| 8038 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8039 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8040 | NON-SPEC MATERIAL OSS Aluminum Truss-144' Special | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8041 | COST PLUS WORK REMOVE CONC MEDIAN VAN METER RD | 10080NSD | 0.000 |
8,308.440 |
$1.000 |
DOLL | 0.0 |
Category Total $21,134,769.22 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0002 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1570 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,250.000 |
2,250.000 |
$14.770 |
LF | 0.1 |
| 1580 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 9.000 |
9.000 |
$2,745.000 |
EACH | 0.1 |
| 1590 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 9.000 |
9.000 |
$539.000 |
EACH | 0.0 |
| 1600 | REFERENCE MARKER | 04903 | 16.000 |
16.000 |
$173.000 |
EACH | 0.0 |
| 1610 | OSS GALV STEEL CANTILEVER MOD | 06201 | 7.000 |
7.000 |
$15,418.000 |
EACH | 0.4 |
| 1640 | STEEL POST TYPE 2 | 06411 | 1,690.000 |
1,690.000 |
$4.360 |
LF | 0.0 |
| 1650 | STEEL POST MILE MARKERS | 06412 | 8.000 |
8.000 |
$69.250 |
EACH | 0.0 |
| 1660 | FLEXIBLE DELINEATOR POST-W | 06417 | 775.000 |
775.000 |
$22.000 |
EACH | 0.1 |
| 1670 | FLEXIBLE DELINEATOR POST-Y | 06418 | 100.000 |
100.000 |
$22.000 |
EACH | 0.0 |
| 1680 | OSS ALUMINUM 70 FT TRUSS | 06426 | 2.000 |
2.000 |
$33,061.000 |
EACH | 0.2 |
| 1710 | REMOVE SIGN SUPPORT BEAM | 06451 | 39.000 |
39.000 |
$110.000 |
EACH | 0.0 |
| 1720 | CLASS A CONCRETE FOR SIGNS | 06490 | 297.200 |
297.200 |
$300.000 |
CUYD | 0.3 |
| 1730 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 21,681.000 |
21,681.000 |
$1.250 |
LB | 0.1 |
| 1740 | OSS ALUMINUM TRUSS-144' SPECIAL | 20416ED | 2.000 |
2.000 |
$67,850.000 |
EACH | 0.5 |
| 1750 | REMOVE & RELOCATE SIGNS | 20418ED | 6.000 |
6.000 |
$386.500 |
EACH | 0.0 |
| 1760 | ROADWAY CROSS SECTION | 20419ED | 9.000 |
9.000 |
$300.000 |
EACH | 0.0 |
Category Total $528,047.15 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1770 | STRUCTURE GRANULAR BACKFILL | 02231 | 542.000 |
903.700 |
$24.300 |
CUYD | 0.0 |
| 1780 | REMOVE CONCRETE MASONRY | 02403 | 110.400 |
110.400 |
$60.000 |
CUYD | 0.0 |
| 1790 | MASONRY COATING | 02998 | 1,547.000 |
2,257.000 |
$7.000 |
SQYD | 0.0 |
| 1800 | ARMORED EDGE FOR CONCRETE | 03299 | 280.000 |
280.000 |
$41.000 |
LF | 0.0 |
| 1810 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 144.000 |
144.000 |
$40.000 |
CUYD | 0.0 |
| 1820 | FOUNDATION PREPARATION 1244+26.10 | 08003 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 1830 | FOUNDATION PREPARATION 1279+81.61 | 08003 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 1840 | FOUNDATION PREPARATION 16+01.15 | 08003 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
| 1850 | FOUNDATION PREPARATION 49+99.86 | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 1860 | RETAINING WALL | 08018 | 12,174.000 |
12,174.000 |
$39.000 |
SQFT | 1.7 |
| 1870 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 706.000 |
706.000 |
$19.560 |
TON | 0.0 |
| 1880 | TEST PILES | 08033 | 86.000 |
86.000 |
$45.000 |
LF | 0.0 |
| 1890 | PILES-STEEL HP14X89 | 08051 | 731.000 |
731.000 |
$45.000 |
LF | 0.1 |
| 1900 | PILE POINTS-14 INCH | 08095 | 38.000 |
38.000 |
$100.000 |
EACH | 0.0 |
| 1910 | CONCRETE-CLASS A | 08100 | 1,243.400 |
1,243.400 |
$322.000 |
CUYD | 1.4 |
| 1920 | CONCRETE-CLASS AA | 08104 | 1,329.200 |
1,329.200 |
$322.000 |
CUYD | 1.5 |
| 1930 | STEEL REINFORCEMENT | 08150 | 248,521.000 |
248,521.000 |
$0.770 |
LB | 0.7 |
| 1940 | STEEL REINF-EPOXY COATED | 08151 | 365,701.000 |
365,701.000 |
$0.890 |
LB | 1.2 |
| 1950 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$18,000.000 |
LS | 0.1 |
| 1955 | LOW FLOW DIVERSION CURB STA 16+01.15 | 08410 | 1.000 |
1.000 |
$2,200.000 |
LS | 0.0 |
| 1960 | LOW FLOW DIVERSION CURB STA 1244+26.10 | 08410 | 1.000 |
1.000 |
$2,200.000 |
LS | 0.0 |
| 1970 | PRECAST PC I BEAM TYPE 5 | 08636 | 4,431.300 |
4,431.300 |
$238.000 |
LF | 3.8 |
| 8005 | QC FOR STRUCTURAL AND NONSTRUCTURAL CONC | 20178ES113 | 0.000 |
1.000 |
$126,600.000 |
LS | 0.0 |
| 8006 | FLOWABLE FILL | 02220 | 0.000 |
254.000 |
$94.600 |
CUYD | 0.0 |
Category Total $3,015,585.62 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1980 | CONDUIT-1 1/4 INCH | 04793 | 411.000 |
411.000 |
$3.000 |
LF | 0.0 |
| 1990 | CONDUIT-2 INCH | 04795 | 679.000 |
679.000 |
$6.000 |
LF | 0.0 |
| 2000 | JUNCTION BOX TYPE B | 04811 | 15.000 |
15.000 |
$500.000 |
EACH | 0.0 |
| 2010 | TRENCHING AND BACKFILLING | 04820 | 886.000 |
886.000 |
$3.000 |
LF | 0.0 |
| 2020 | LOOP WIRE | 04830 | 14,422.000 |
14,422.000 |
$0.500 |
LF | 0.0 |
| 2030 | CABLE-NO. 14/5C | 04844 | 5,488.000 |
5,488.000 |
$0.500 |
LF | 0.0 |
| 2040 | CABLE-NO. 14/1 PAIR | 04850 | 14,097.000 |
14,097.000 |
$0.500 |
LF | 0.0 |
| 2050 | POLE 45 FT WOODEN | 04873 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 2060 | SIGNAL PEDESTAL | 04882 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 2070 | ANCHOR | 04884 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 2080 | MESSENGER-10800 LB | 04885 | 2,399.000 |
2,399.000 |
$5.000 |
LF | 0.0 |
| 2090 | LOOP SAW SLOT AND FILL | 04895 | 5,052.000 |
5,052.000 |
$6.000 |
LF | 0.1 |
| 2100 | PEDESTRIAN DETECTOR | 04900 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 2110 | INSTALL CONTROLLER TYPE 170 | 04931 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.0 |
| 2120 | INSTALL STEEL STRAIN POLE | 04932 | 14.000 |
14.000 |
$3,000.000 |
EACH | 0.2 |
| 2130 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 2140 | INSTALL SPAN MOUNTED SIGN | 06472 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 2150 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 2160 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 15.000 |
15.000 |
$50.000 |
EACH | 0.0 |
| 2170 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | 38.000 |
38.000 |
$100.000 |
EACH | 0.0 |
| 2180 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 2190 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 2200 | INSTALL MASTER CONTROLLER | 20389ES835 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 2210 | INSTALL COORDINATING UNIT | 20390ES835 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.0 |
| 8018 | EW~ Signal Strain Pole Foundation | 10090NX | 0.000 |
1.000 |
$24,810.000 |
LS | 0.0 |
Category Total $152,825.50 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0006 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2220 | POLE 40 FT MTG HT | 04701 | 30.000 |
30.000 |
$2,500.000 |
EACH | 0.3 |
| 2230 | POLE 120 FT MTG HT HIGH MAST | 04714 | 5.000 |
5.000 |
$15,000.000 |
EACH | 0.3 |
| 2240 | BRACKET C | 04730 | 30.000 |
30.000 |
$250.000 |
EACH | 0.0 |
| 2250 | POLE BASE | 04740 | 4.000 |
4.000 |
$800.000 |
EACH | 0.0 |
| 2260 | POLE BASE IN MEDIAN WALL | 04741 | 33.000 |
33.000 |
$1,400.000 |
EACH | 0.2 |
| 2270 | POLE BASE-HIGH MAST | 04742 | 5.000 |
5.000 |
$5,000.000 |
EACH | 0.1 |
| 2280 | TRANSFORMER BASE | 04750 | 4.000 |
4.000 |
$250.000 |
EACH | 0.0 |
| 2290 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 1.000 |
1.000 |
$8,500.000 |
EACH | 0.0 |
| 2300 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$9,500.000 |
EACH | 0.0 |
| 2310 | HPS LUMINAIRE 400 WATT | 04770 | 30.000 |
30.000 |
$500.000 |
EACH | 0.1 |
| 2320 | HPS LUMINAIRE HIGH MAST | 04773 | 26.000 |
26.000 |
$650.000 |
EACH | 0.1 |
| 2330 | FUSED CONNECTOR KIT | 04780 | 60.000 |
60.000 |
$45.000 |
EACH | 0.0 |
| 2340 | CONDUIT-2 INCH | 04795 | 860.000 |
860.000 |
$20.000 |
LF | 0.1 |
| 2350 | CONDUIT-3 1/2 INCH | 04798 | 1,200.000 |
1,200.000 |
$30.000 |
LF | 0.1 |
| 2360 | MARKER | 04800 | 10.000 |
10.000 |
$200.000 |
EACH | 0.0 |
| 2370 | JUNCTION BOX-ELECTRICAL | 04810 | 13.000 |
13.000 |
$400.000 |
EACH | 0.0 |
| 2380 | TRENCHING AND BACKFILLING | 04820 | 5,285.000 |
5,285.000 |
$5.000 |
LF | 0.1 |
| 2390 | WIRE-NO. 12 | 04832 | 2,400.000 |
2,400.000 |
$0.500 |
LF | 0.0 |
| 2400 | WIRE-NO. 2 | 04836 | 18,800.000 |
18,800.000 |
$1.250 |
LF | 0.1 |
| 2410 | CABLE-NO. 8/3C DUCTED | 04860 | 3,010.000 |
3,010.000 |
$2.000 |
LF | 0.0 |
| 2420 | CABLE-NO. 2/3C DUCTED | 04863 | 3,460.000 |
3,460.000 |
$4.000 |
LF | 0.0 |
| 2430 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 2440 | JUNCTION BOX TYPE A | 20391ES835 | 6.000 |
6.000 |
$1,000.000 |
EACH | 0.0 |
| 2450 | JUNCTION BOX TYPE C | 20392ES835 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 2460 | MAINTAIN EXIST LIGHTING OR EQUIVALENT | 20393ES835 | 1.000 |
1.000 |
$19,593.000 |
LS | 0.1 |
| 2470 | PVC CONDUIT-3" IN MEDIAN BARRIER WALL | 20394ES835 | 10,290.000 |
10,290.000 |
$3.050 |
LF | 0.1 |
| 8019 | EW~ Lighting Pole Mounting Plate | 10094NX | 0.000 |
0.000 |
$695.000 |
EACH | 0.0 |
| 8022 | EW~ Median Lighting Pole Mounting Plate | 10094NX | 0.000 |
26.000 |
$835.000 |
EACH | 0.0 |
Category Total $488,862.50 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0007 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2480 | STEEL ENCASEMENT PIPE-20 INCH | 01076 | 140.000 |
140.000 |
$125.000 |
LF | 0.1 |
| 2490 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | 1,266.000 |
1,266.000 |
$120.000 |
LF | 0.5 |
| 2500 | DUCTILE IRON PIPE-10 INCH | 01097 | 208.000 |
208.000 |
$80.000 |
LF | 0.1 |
| 2510 | DUCTILE IRON PIPE-12 INCH | 01099 | 2,070.000 |
2,070.000 |
$90.000 |
LF | 0.7 |
| 2520 | REMOVE PIPE | 01310 | 1,800.000 |
1,800.000 |
$8.500 |
LF | 0.1 |
| 2530 | REMOVE & RESET FIRE HYDRANT | 02605 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 2540 | FIRE HYDRANT | 02606 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.0 |
| 2550 | COPPER PIPE-1 INCH | 03361 | 90.000 |
90.000 |
$15.000 |
LF | 0.0 |
| 2560 | PVC PIPE-2 INCH | 03381 | 50.000 |
50.000 |
$15.500 |
LF | 0.0 |
| 2570 | RECONNECT SERVICE | 03437 | 6.000 |
6.000 |
$700.000 |
EACH | 0.0 |
| 2580 | TIE-IN TO EXISTING WATER LINE | 03460 | 4.000 |
4.000 |
$5,750.000 |
EACH | 0.1 |
| 2590 | GATE VALVE-12 INCH | 03532 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 2600 | TAPPING SLEEVE & VALVE | 03551 | 4.000 |
4.000 |
$2,885.000 |
EACH | 0.0 |
| 2610 | DUCTILE IRON REDUCER-10" X 12" | 20420EC | 1.000 |
1.000 |
$425.000 |
EACH | 0.0 |
| 2620 | DUCTILE IRON TEE-12" X 12" X 6" | 20421EC | 1.000 |
1.000 |
$535.000 |
EACH | 0.0 |
| 8000 | PVC PIPE-6 INCH | 03385 | 0.000 |
1,925.000 |
$10.600 |
LF | 0.0 |
| 8001 | TAPPING SLEEVE & VALVE TAPPING SLEEVE AND VALVE 6 X 6 | 03551 | 0.000 |
1.000 |
$1,705.000 |
EACH | 0.0 |
| 8002 | TAPPING SLEEVE & VALVE TAPPING SLEEVE AND VALVE 10 X 6 | 03551 | 0.000 |
1.000 |
$2,770.000 |
EACH | 0.0 |
| 8003 | RELOCATE SERVICE RELOCATE TEMPORARY SERVICE | 20151EC | 0.000 |
3.000 |
$790.000 |
EACH | 0.0 |
| 8004 | RELOCATE FIRE HYDRANT FIRE HYDRANT TEMPORARY | 03433 | 0.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
Category Total $447,185.00 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0008 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2630 | DUCTILE IRON PIPE-8 INCH | 01095 | 1,931.000 |
1,931.000 |
$90.000 |
LF | 0.6 |
| 2640 | DUCTILE IRON PIPE-16 INCH | 01103 | 878.000 |
878.000 |
$120.000 |
LF | 0.4 |
| 2650 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | 830.000 |
830.000 |
$85.000 |
LF | 0.3 |
| 2660 | REMOVE PIPE | 01310 | 2,724.000 |
2,724.000 |
$14.000 |
LF | 0.1 |
| 2670 | REMOVE MANHOLE | 01787 | 12.000 |
12.000 |
$500.000 |
EACH | 0.0 |
| 2680 | SANITARY SEWER MANHOLE | 01799 | 12.000 |
12.000 |
$3,000.000 |
EACH | 0.1 |
| 2690 | PVC PIPE-6 INCH | 03385 | 230.000 |
230.000 |
$55.000 |
LF | 0.0 |
| 2700 | PVC PIPE-8 INCH | 03387 | 1,066.000 |
1,066.000 |
$60.000 |
LF | 0.2 |
| 2710 | TIE-IN | 03479 | 12.000 |
12.000 |
$2,800.000 |
EACH | 0.1 |
| 2720 | CONCRETE ENCASEMENT | 20057ES601 | 185.000 |
185.000 |
$35.000 |
LF | 0.0 |
| 2730 | CONCRETE CAP | 20097ES601 | 50.000 |
50.000 |
$25.000 |
LF | 0.0 |
| 2740 | STEEL ENCASEMENT PIPE-32" | 20472EC | 154.000 |
154.000 |
$250.000 |
LF | 0.1 |
| 2760 | DROP MANHOLE PRECAST INSIDE | 20240ES408 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 2770 | DROP MANHOLE PRECAST OUTSIDE | 20240ES408 | 8.000 |
8.000 |
$5,000.000 |
EACH | 0.1 |
| 2780 | PLUG MANHOLE | 20242ED | 8.000 |
8.000 |
$1,000.000 |
EACH | 0.0 |
| 2790 | PAVEMENT RESTORATION | 20422EC | 360.000 |
360.000 |
$30.000 |
SQYD | 0.0 |
| 2800 | WATERTIGHT FRAME AND LID | 20423EC | 4.000 |
4.000 |
$345.000 |
EACH | 0.0 |
| 2810 | CONNECT TO EXIST MANHOLE | 20424EC | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 2820 | ABANDON MANHOLE | 20425ED | 5.000 |
5.000 |
$250.000 |
EACH | 0.0 |
| 2830 | SANITARY SEWER CLEANOUT-2 WAY | 20426EC | 2.000 |
2.000 |
$585.000 |
EACH | 0.0 |
| 2840 | DIP GRAVITY SEWER-30" | 20427EC | 256.000 |
256.000 |
$200.000 |
LF | 0.2 |
| 2850 | DIP GRAVITY SEWER-36" | 20428EC | 150.000 |
150.000 |
$255.000 |
LF | 0.1 |
| 2860 | STEEL ENCASEMENT PIPE-48" | 20429EC | 166.000 |
166.000 |
$270.000 |
LF | 0.2 |
Category Total $789,141.00 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2870 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$645,000.000 |
LS | 2.3 |
| 2880 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$400,000.000 |
LS | 1.4 |
| 8035 | LIQUIDATED DAMAGES LD | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $1,045,000.00 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0010 | CATEGORY Description | SIGNING-BASE GALV STEEL ALT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1620 | GMSS GALV STEEL TYPE A | 06400 | 17,110.000 |
17,110.000 |
$1.270 |
LB | 0.1 |
| 1700 | GMSS GALV STEEL TYPE B | 06440 | 18,002.000 |
18,002.000 |
$1.570 |
LB | 0.1 |
Category Total $49,992.84 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0012 | CATEGORY Description | SIGNING-SIGN MATERIAL ALUM |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2890 | SBM ALUMINUM PANEL SIGNS | 06405 | 3,880.000 |
3,880.000 |
$13.150 |
SQFT | 0.2 |
| 2900 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | 148.000 |
148.000 |
$7.750 |
SQFT | 0.0 |
| 2910 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 505.000 |
505.000 |
$8.950 |
SQFT | 0.0 |
Category Total $56,688.75 |
| SM- Project | D025006404124 | CATEGORY NUMBER | 0014 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2940 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
| 2950 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,000.00 |
| SM- Project | D025006404125 |
| Fed/State Number | FD04 025 0064 094-095 |
| Project Description | VAN METER ROAD I-64/KY 1958 INTERCHANGE |
| *********** |
| SM- Project | D025006404125 | CATEGORY NUMBER | 0001 | CATEGORY Description | NON-PARTICIPATING | MSE WALL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8015 | REIMBURSEMENT Deleted MSE Wall | 10299N | 0.000 |
8,973.580 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D025006404125 | CATEGORY NUMBER | 0015 | CATEGORY Description | NON PARTICIPATING ADDED 11/16/07 | FUEL & ASPHALT ADJ |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8035 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
288,555.510 |
$1.000 |
DOLL | 0.0 |
| 8036 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
120,053.900 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |