|
Item List 051154 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051154 | Primary Project Number | DE03900710554 |
| Contract Description | CINCINNATI-LOUISVILLE ROAD (I-71) | ||
| Primary County | GALLATIN | Fed/St Number | NH 71-2(65)56 |
| Vendor ID | 02452 | Vendor Name | FAULKNER CONSTRUCTION LLC |
| Bid Amount | $ 23,700,000.00 | ||
| SM- Project | DE03900710554 |
| Fed/State Number | NH 71-2(65)56 |
| Project Description | CINCINNATI-LOUISVILLE ROAD (I-71) |
| *********** |
| SM- Project | DE03900710554 | 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 | 34,318.000 |
34,318.000 |
$17.500 |
TON | 2.5 |
| 0020 | CRUSHED STONE BASE | 00003 | 14,330.000 |
12,525.880 |
$18.000 |
TON | 1.1 |
| 0030 | LIME STABILIZED ROADBED | 00013 | 123,754.000 |
14,287.000 |
$2.500 |
SQYD | 1.3 |
| 0040 | LIME | 00014 | 2,431.000 |
280.000 |
$120.000 |
TON | 1.2 |
| 0050 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 49,881.000 |
49,881.000 |
$34.050 |
TON | 7.2 |
| 0060 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 3,431.000 |
4,096.980 |
$28.000 |
CUYD | 0.4 |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 677.000 |
11,402.000 |
$20.000 |
TON | 0.1 |
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | 416.000 |
416.000 |
$50.000 |
TON | 0.1 |
| 0090 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 40,098.000 |
40,098.000 |
$39.500 |
TON | 6.7 |
| 0100 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 24,656.000 |
24,656.000 |
$40.000 |
TON | 4.2 |
| 0110 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 9,100.000 |
9,100.000 |
$39.000 |
TON | 1.5 |
| 0120 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 29,419.000 |
29,419.000 |
$38.000 |
TON | 4.7 |
| 0130 | CL4 ASPH BASE 0.75D PG64-22 | 00226 | 28,911.000 |
28,911.000 |
$40.250 |
TON | 4.9 |
| 0140 | CL4 ASPH BASE 0.75D PG76-22 | 00228 | 20,945.000 |
20,945.000 |
$44.500 |
TON | 3.9 |
| 0150 | EMULSIFIED ASPHALT RS-2 | 00291 | 50.000 |
50.000 |
$260.000 |
TON | 0.1 |
| 0160 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,215.000 |
2,215.000 |
$48.000 |
TON | 0.4 |
| 0170 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 8,010.000 |
8,010.000 |
$49.000 |
TON | 1.7 |
| 0180 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 12,673.000 |
12,673.000 |
$57.000 |
TON | 3.0 |
| 0190 | ASPHALT PLACEMENT WITH MTV | 00338 | 76,148.000 |
76,148.000 |
$1.600 |
TON | 0.5 |
| 0200 | ASPHALT CURING SEAL | 00358 | 270.700 |
139.300 |
$350.000 |
TON | 0.4 |
| 0210 | CULVERT PIPE-15 INCH | 00461 | 466.000 |
475.000 |
$60.000 |
LF | 0.1 |
| 0220 | CULVERT PIPE-18 INCH | 00462 | 604.000 |
604.000 |
$65.000 |
LF | 0.2 |
| 0230 | CULVERT PIPE-24 INCH | 00464 | 617.000 |
737.000 |
$70.000 |
LF | 0.2 |
| 0240 | CULVERT PIPE-36 INCH | 00468 | 360.000 |
188.000 |
$100.000 |
LF | 0.2 |
| 0250 | CULVERT PIPE-42 INCH | 00469 | 150.000 |
322.000 |
$110.000 |
LF | 0.1 |
| 0260 | CULVERT PIPE-54 INCH | 00471 | 159.000 |
159.000 |
$160.000 |
LF | 0.1 |
| 0270 | CULVERT PIPE-60 INCH | 00472 | 107.000 |
107.000 |
$180.000 |
LF | 0.1 |
| 0280 | CULVERT PIPE-66 INCH | 00473 | 146.000 |
146.000 |
$200.000 |
LF | 0.1 |
| 0290 | STORM SEWER PIPE-12 INCH | 00520 | 8.000 |
12.000 |
$100.000 |
LF | 0.0 |
| 0300 | STORM SEWER PIPE-15 INCH | 00521 | 125.000 |
230.000 |
$80.000 |
LF | 0.0 |
| 0310 | STORM SEWER PIPE-18 INCH | 00522 | 1,092.000 |
1,092.000 |
$60.000 |
LF | 0.3 |
| 0320 | STORM SEWER PIPE-15 INCH EQUIV | 00551 | 126.000 |
126.000 |
$80.000 |
LF | 0.0 |
| 0330 | PERFORATED PIPE-4 INCH | 01000 | 38,749.000 |
38,749.000 |
$7.000 |
LF | 1.1 |
| 0340 | PERFORATED PIPE-6 INCH | 01001 | 17,436.000 |
17,436.000 |
$8.000 |
LF | 0.6 |
| 0350 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,211.000 |
2,211.000 |
$18.000 |
LF | 0.2 |
| 0360 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.2 |
| 0370 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 16.000 |
16.000 |
$450.000 |
EACH | 0.0 |
| 0380 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 6.000 |
6.000 |
$450.000 |
EACH | 0.0 |
| 0390 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 49.000 |
49.000 |
$485.000 |
EACH | 0.1 |
| 0400 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 34.000 |
34.000 |
$485.000 |
EACH | 0.1 |
| 0410 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | 4.000 |
4.000 |
$1,600.000 |
EACH | 0.0 |
| 0420 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0430 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 0440 | DROP BOX INLET TYPE 5F | 01517 | 5.000 |
5.000 |
$2,800.000 |
EACH | 0.1 |
| 0450 | DROP BOX INLET TYPE 13G | 01559 | 10.000 |
10.000 |
$2,200.000 |
EACH | 0.1 |
| 0460 | CAP DROP BOX INLET | 01584 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0470 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0480 | JUNCTION BOX-SPECIAL | 01653 | 5.000 |
5.000 |
$3,800.000 |
EACH | 0.1 |
| 0490 | RECONSTRUCT MANHOLE | 01789 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0500 | ISLAND INTEGRAL CURB | 01845 | 102.200 |
102.200 |
$20.000 |
LF | 0.0 |
| 0510 | CONC MEDIAN BARRIER TYPE 12C1 | 01955 | 150.000 |
150.000 |
$80.000 |
LF | 0.1 |
| 0520 | CONC MEDIAN BARRIER TYPE 12C | 01967 | 16,113.000 |
16,113.000 |
$60.000 |
LF | 4.1 |
| 0530 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 186.000 |
186.000 |
$4.000 |
EACH | 0.0 |
| 0540 | RELOCATE TEMP CONC MED BARRIER | 02003 | 4,830.000 |
4,830.000 |
$2.000 |
LF | 0.0 |
| 0550 | JPC PAVEMENT-8 INCH | 02084 | 152.000 |
152.000 |
$70.000 |
SQYD | 0.0 |
| 0560 | TEMPORARY DITCH | 02159 | 17,106.000 |
17,106.000 |
$0.800 |
LF | 0.1 |
| 0570 | ROADWAY EXCAVATION | 02200 | 430,120.000 |
437,270.000 |
$4.650 |
CUYD | 8.4 |
| 0580 | GRANULAR EMBANKMENT | 02223 | 4,668.000 |
4,668.000 |
$25.000 |
CUYD | 0.5 |
| 0590 | WATER | 02242 | 1,713.000 |
1,713.000 |
$0.010 |
MGAL | 0.0 |
| 0600 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 8,453.000 |
8,453.000 |
$5.000 |
LF | 0.2 |
| 0610 | REMOVE FENCE | 02265 | 7,604.000 |
7,604.000 |
$1.500 |
LF | 0.0 |
| 0620 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 12,125.000 |
12,125.000 |
$18.000 |
LF | 0.9 |
| 0630 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 0640 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.1 |
| 0650 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 7.000 |
7.000 |
$700.000 |
EACH | 0.0 |
| 0660 | REMOVE GUARDRAIL | 02381 | 22,006.000 |
22,006.000 |
$1.800 |
LF | 0.2 |
| 0670 | RELOCATE GUARDRAIL SYSTEM | 02385 | 2,725.000 |
2,725.000 |
$9.000 |
LF | 0.1 |
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0690 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
6.000 |
$1,800.000 |
EACH | 0.0 |
| 0700 | R/W MARKER RURAL TYPE 3 | 02436 | 3.000 |
3.000 |
$100.000 |
EACH | 0.0 |
| 0710 | CHANNEL LINING CLASS II | 02483 | 4,832.000 |
4,832.000 |
$20.000 |
TON | 0.4 |
| 0720 | CHANNEL LINING CLASS III | 02484 | 12,933.000 |
12,933.000 |
$22.000 |
TON | 1.2 |
| 0730 | CLEARING AND GRUBBING 94.05 ACRES&INCLUDES EXIST. MEDIAN (21.3 | 02545 | 1.000 |
1.000 |
$180,000.000 |
LS | 0.8 |
| 0740 | SIGNS | 02562 | 1,248.000 |
1,248.000 |
$8.000 |
SQFT | 0.0 |
| 0750 | EDGE KEY | 02585 | 152.000 |
152.000 |
$75.000 |
LF | 0.0 |
| 0760 | FABRIC-GEOTEXTILE TYPE III | 02598 | 14,001.000 |
14,001.000 |
$1.500 |
SQYD | 0.1 |
| 0770 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 46,871.000 |
121,871.000 |
$1.700 |
SQYD | 0.3 |
| 0780 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$220,000.000 |
LS | 0.9 |
| 0790 | LANE CLOSURE | 02653 | 6.000 |
6.000 |
$1,500.000 |
EACH | 0.0 |
| 0800 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$16,000.000 |
EACH | 0.1 |
| 0810 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 0820 | SAFELOADING | 02690 | 6.900 |
6.900 |
$300.000 |
CUYD | 0.0 |
| 0830 | TEMPORARY SILT FENCE | 02701 | 17,106.000 |
17,106.000 |
$1.000 |
LF | 0.1 |
| 0840 | SAND FOR BLOTTER | 02702 | 564.000 |
290.000 |
$15.000 |
TON | 0.0 |
| 0850 | SILT TRAP TYPE A NO.2 | 02703 | 32.000 |
32.000 |
$150.000 |
EACH | 0.0 |
| 0860 | SILT TRAP TYPE B | 02704 | 86.000 |
86.000 |
$200.000 |
EACH | 0.1 |
| 0870 | CLEAN SILT TRAP TYPE A NO.2 | 02706 | 96.000 |
96.000 |
$25.000 |
EACH | 0.0 |
| 0880 | CLEAN SILT TRAP TYPE B | 02707 | 258.000 |
258.000 |
$25.000 |
EACH | 0.0 |
| 0890 | CLEAN TEMPORARY SILT FENCE | 02709 | 17,106.000 |
17,106.000 |
$0.300 |
LF | 0.0 |
| 0900 | SIDEWALK-4 INCH CONCRETE | 02720 | 40.000 |
40.000 |
$60.000 |
SQYD | 0.0 |
| 0910 | STAKING | 02726 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.6 |
| 0920 | REMOVE STRUCTURE EX. I-71 BRIDGE NB | 02731 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.4 |
| 0930 | REMOVE STRUCTURE EX.I-71 BRIDGE SB | 02731 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.4 |
| 0940 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.0 |
| 0950 | CRASH CUSHION TYPE VI D | 02888 | 2.000 |
2.000 |
$16,000.000 |
EACH | 0.1 |
| 0960 | CRASH CUSHION TYPE VI-T | 02894 | 4.000 |
4.000 |
$6,000.000 |
EACH | 0.1 |
| 0970 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0980 | MASONRY COATING | 02998 | 16,905.000 |
16,905.000 |
$7.500 |
SQYD | 0.5 |
| 0990 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 20,310.000 |
20,310.000 |
$25.000 |
LF | 2.1 |
| 1000 | EROSION CONTROL BLANKET | 05950 | 17,031.000 |
17,031.000 |
$1.250 |
SQYD | 0.1 |
| 1010 | TEMPORARY MULCH | 05952 | 455,202.000 |
148,477.230 |
$0.180 |
SQYD | 0.3 |
| 1020 | TEMP SEEDING AND PROTECTION | 05953 | 17,351.000 |
17,351.000 |
$0.200 |
SQYD | 0.0 |
| 1030 | TOPDRESSING FERTILIZER | 05966 | 43.000 |
43.000 |
$475.000 |
TON | 0.1 |
| 1040 | SEEDING AND PROTECTION | 05985 | 172,404.000 |
172,404.000 |
$0.300 |
SQYD | 0.2 |
| 1050 | SPECIAL SEEDING CROWN VETCH | 05989 | 108,599.000 |
108,599.000 |
$0.240 |
SQYD | 0.1 |
| 1060 | FLEXIBLE DELINEATOR POST-W | 06417 | 69.000 |
69.000 |
$35.000 |
EACH | 0.0 |
| 1070 | FLEXIBLE DELINEATOR POST-Y | 06418 | 34.000 |
34.000 |
$35.000 |
EACH | 0.0 |
| 1080 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 7,380.000 |
7,380.000 |
$0.180 |
LF | 0.0 |
| 1090 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 102,636.000 |
102,636.000 |
$0.210 |
LF | 0.1 |
| 1100 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 7,226.000 |
7,226.000 |
$0.180 |
LF | 0.0 |
| 1110 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 62,817.000 |
62,817.000 |
$0.660 |
LF | 0.2 |
| 1120 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 37,613.000 |
37,613.000 |
$0.660 |
LF | 0.1 |
| 1130 | PAVE STRIPING-THERMO-12 INCH W | 06546 | 2,426.000 |
2,426.000 |
$2.750 |
LF | 0.0 |
| 1140 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 1,283.000 |
1,283.000 |
$7.000 |
EACH | 0.0 |
| 1150 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 2,565.000 |
2,565.000 |
$7.000 |
EACH | 0.1 |
| 1160 | PAVEMENT MARKER TYPE V-MW | 06589 | 36.000 |
36.000 |
$21.500 |
EACH | 0.0 |
| 1170 | PAVEMENT MARKER TYPE V-BY | 06591 | 82.000 |
82.000 |
$21.500 |
EACH | 0.0 |
| 1180 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 968.000 |
968.000 |
$21.500 |
EACH | 0.1 |
| 1190 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 975.000 |
975.000 |
$21.500 |
EACH | 0.1 |
| 1200 | CONCRETE-CLASS A | 08100 | 83.090 |
92.550 |
$800.000 |
CUYD | 0.3 |
| 1210 | STEEL REINFORCEMENT | 08150 | 3,581.000 |
3,656.000 |
$1.000 |
LB | 0.0 |
| 1220 | SILT TRAP TYPE C | 20496NS843 | 50.000 |
50.000 |
$60.000 |
EACH | 0.0 |
| 1230 | CLEAN SILT TRAP TYPE C | 20497NS843 | 150.000 |
150.000 |
$10.000 |
EACH | 0.0 |
| 1240 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | 5.000 |
5.000 |
$300.000 |
EACH | 0.0 |
| 1250 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 1260 | CONCRETE MEDIAN BARRIER TYPE 12C2-50" | 21288ND | 102.500 |
102.500 |
$100.000 |
LF | 0.0 |
| 1270 | LONGITUDINAL EDGE KEY | 21289ND | 1,270.000 |
1,270.000 |
$10.000 |
LF | 0.1 |
| 1280 | BORE AND JACK 18" PIPE | 21290ND | 136.000 |
136.000 |
$450.000 |
LF | 0.3 |
| 1290 | LONGITUDINAL SAW CUT-4" DEPTH | 21291ND | 39,803.000 |
39,803.000 |
$3.000 |
LF | 0.5 |
| 1300 | CMBBI TYPE 12A2 | 21292ND | 3.000 |
3.000 |
$5,000.000 |
EACH | 0.1 |
| 1310 | CMBBI TYPE 12B1 | 21293 | 8.000 |
8.000 |
$5,000.000 |
EACH | 0.2 |
| 1320 | CMBBI TYPE 12B2 | 21294ND | 29.000 |
29.000 |
$5,000.000 |
EACH | 0.6 |
| 8000 | ASPHALT SCRATCH COURSE PG64-22 CL 3 0.38B | 00191 | 0.000 |
4,100.000 |
$53.000 |
TON | 0.0 |
| 8001 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
1,087.500 |
$10.000 |
LF | 0.0 |
| 8002 | PIPE UNDERCUT PIPE UNDERCUT PER SPECIFICATION 701.05 | 02219 | 0.000 |
70.700 |
$20.000 |
CUYD | 0.0 |
| 8003 | FABRIC-GEOTEXTILE TYPE III FABRIC-GEOTEXTILE TYPE III PER SPECIFICATION 701.05 | 02598 | 0.000 |
106.000 |
$2.000 |
SQYD | 0.0 |
| 8004 | EW~ RESTOCKING FEE AND LABOR | 10090NX | 0.000 |
1.000 |
$5,150.850 |
LS | 0.0 |
| 8005 | REPAIR EXISTING CULVERT 18 IN | 21324ED | 0.000 |
1.000 |
$5,135.070 |
LS | 0.0 |
| 8009 | SAW CUT 1O IN | 20430ED | 0.000 |
18,000.000 |
$5.500 |
LF | 0.0 |
| 8010 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
731,617.320 |
$1.000 |
DOLL | 0.0 |
| 8011 | FUEL ADJUSTMENT | 10020NS | 0.000 |
30,301.570 |
$1.000 |
DOLL | 0.0 |
| 8012 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
12,742.920 |
$1.000 |
DOLL | 0.0 |
| 8013 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
990.000 |
$1.400 |
LF | 0.0 |
| 8014 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
570.000 |
$1.400 |
LF | 0.0 |
| 8022 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 0.000 |
875.000 |
$4.000 |
LF | 0.0 |
| 8023 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 0.000 |
750.000 |
$4.000 |
LF | 0.0 |
| 8025 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 0.000 |
12.000 |
$104.500 |
EACH | 0.0 |
| 8026 | PAVE MARKING-PREF THERMO ONLY | 06576 | 0.000 |
3.000 |
$159.500 |
EACH | 0.0 |
| 8027 | PAVEMENT REPAIR Bridge End Settlement | 20757ED | 0.000 |
275.200 |
$73.820 |
SQYD | 0.0 |
| 8028 | COST PLUS WORK Slope Repair | 10080NS | 0.000 |
1.000 |
$9,840.020 |
LS | 0.0 |
Category Total $18,242,146.04 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 25137 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1330 | STRUCTURE GRANULAR BACKFILL | 02231 | 494.000 |
494.000 |
$35.000 |
CUYD | 0.1 |
| 1340 | MASONRY COATING | 02998 | 2,071.000 |
2,071.000 |
$10.000 |
SQYD | 0.1 |
| 1350 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 528.000 |
302.000 |
$35.000 |
CUYD | 0.1 |
| 1360 | FOUNDATION PREPARATION DRAWING NO. 25137 | 08003 | 1.000 |
0.000 |
$150,000.000 |
LS | 0.6 |
| 1370 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 1,143.000 |
1,143.000 |
$20.000 |
TON | 0.1 |
| 1380 | TEST PILES | 08033 | 147.000 |
147.000 |
$60.000 |
LF | 0.0 |
| 1390 | PRE-DRILLING FOR PILES | 08039 | 916.000 |
916.000 |
$80.000 |
LF | 0.3 |
| 1400 | PILES-STEEL HP12X53 | 08046 | 901.000 |
901.000 |
$60.000 |
LF | 0.2 |
| 1410 | CONCRETE-CLASS A | 08100 | 631.500 |
579.300 |
$500.000 |
CUYD | 1.3 |
| 1420 | CONCRETE-CLASS AA | 08104 | 1,486.300 |
1,486.300 |
$420.000 |
CUYD | 2.6 |
| 1430 | STEEL REINFORCEMENT | 08150 | 120,782.000 |
114,680.000 |
$0.900 |
LB | 0.5 |
| 1440 | STEEL REINF-EPOXY COATED | 08151 | 384,863.000 |
384,863.000 |
$1.000 |
LB | 1.6 |
| 1450 | STRUCTURAL STEEL 29064 LBS | 08160 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 1460 | PRECAST PC I BEAM TYPE 7 | 08637 | 3,944.500 |
3,944.500 |
$215.000 |
LF | 3.6 |
| 8006 | DRILLED SHAFT-54" COMMON | 07306 | 0.000 |
15.000 |
$800.000 |
LF | 0.0 |
| 8007 | DRILLED SHAFT 54"-SOLID ROCK | 20743ED | 0.000 |
79.000 |
$1,000.000 |
LF | 0.0 |
| 8008 | FOUNDATION PREPARATION REVISED DRAWING # 25137 | 08003 | 0.000 |
1.000 |
$95,000.000 |
LS | 0.0 |
| 8015 | MASS CONCRETE Pier #1 Column A | 10040ES | 0.000 |
80.000 |
$163.000 |
CUYD | 0.0 |
| 8016 | EW~ Foundation Undercut | 10091EX | 0.000 |
80.000 |
$10.000 |
CUYD | 0.0 |
Category Total $2,667,130.30 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 25139 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1470 | GRANULAR EMBANKMENT | 02223 | 30.000 |
30.000 |
$60.000 |
CUYD | 0.0 |
| 1480 | REMOVE CONCRETE MASONRY | 02403 | 19.000 |
19.000 |
$250.000 |
CUYD | 0.0 |
| 1490 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 180.000 |
180.000 |
$35.000 |
CUYD | 0.0 |
| 1500 | FOUNDATION PREPARATION DRAWING NO. 25139 | 08003 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 1510 | CONCRETE-CLASS A | 08100 | 189.300 |
189.300 |
$500.000 |
CUYD | 0.4 |
| 1520 | STEEL REINFORCEMENT | 08150 | 24,913.000 |
24,913.000 |
$0.900 |
LB | 0.1 |
| 1530 | LIGHTWEIGHT FILL | 20602EC | 729.000 |
729.000 |
$150.000 |
CUYD | 0.5 |
Category Total $269,271.70 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 25473 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1540 | GRANULAR EMBANKMENT | 02223 | 7.000 |
7.000 |
$60.000 |
CUYD | 0.0 |
| 1550 | REMOVE CONCRETE MASONRY | 02403 | 15.000 |
15.000 |
$250.000 |
CUYD | 0.0 |
| 1560 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 85.000 |
85.000 |
$35.000 |
CUYD | 0.0 |
| 1570 | FOUNDATION PREPARATION DRAWING NO. 25473 | 08003 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 1580 | CONCRETE-CLASS A | 08100 | 130.000 |
130.000 |
$500.000 |
CUYD | 0.3 |
| 1590 | STEEL REINFORCEMENT | 08150 | 16,525.000 |
16,525.000 |
$0.900 |
LB | 0.1 |
| 1600 | LIGHTWEIGHT FILL | 20602EC | 233.000 |
233.000 |
$150.000 |
CUYD | 0.1 |
Category Total $151,967.50 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0005 | CATEGORY Description | STREAM MITIGATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1610 | EROSION CONTROL BLANKET BRISTLE COIR FIBER | 05950 | 3,834.000 |
3,834.000 |
$1.250 |
SQYD | 0.0 |
| 1620 | EASTERN REDBUD | 20014ES724 | 486.000 |
486.000 |
$40.000 |
EACH | 0.1 |
| 1630 | GREEN ASH | 20235MS724 | 221.000 |
221.000 |
$40.000 |
EACH | 0.0 |
| 1640 | WHITE ASH TREE | 20440MS724 | 220.000 |
220.000 |
$40.000 |
EACH | 0.0 |
| 1650 | SMOOTH SUMAC | 20445MS724 | 484.000 |
100.000 |
$40.000 |
EACH | 0.1 |
| 1660 | HACKBERRY TREE | 20682NS724 | 220.000 |
220.000 |
$40.000 |
EACH | 0.0 |
| 1670 | SYCAMORE TREE | 20683NS724 | 221.000 |
0.000 |
$40.000 |
EACH | 0.0 |
| 1680 | AMERICAN PLUM SHRUB | 20685NS724 | 486.000 |
486.000 |
$40.000 |
EACH | 0.1 |
| 1690 | BUR OAK | 20921NS724 | 221.000 |
221.000 |
$40.000 |
EACH | 0.0 |
| 1700 | ROUGH LEAF DOGWOOD SHRUB | 20923NS724 | 486.000 |
486.000 |
$40.000 |
EACH | 0.1 |
| 1710 | MITIGATION SEEDING | 20926NS724 | 9,724.000 |
9,724.000 |
$1.000 |
LB | 0.0 |
| 8017 | RIVER BIRCH | 20537NS724 | 0.000 |
221.000 |
$40.000 |
EACH | 0.0 |
| 8019 | SHRUB NANNYBERRY | 20001ES724 | 0.000 |
384.000 |
$40.000 |
EACH | 0.0 |
Category Total $136,316.50 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0006 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1720 | POLE 120 FT MTG HT HIGH MAST | 04714 | 4.000 |
4.000 |
$26,500.000 |
EACH | 0.4 |
| 1730 | POLE BASE-HIGH MAST | 04742 | 5.000 |
5.000 |
$7,000.000 |
EACH | 0.1 |
| 1740 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$9,000.000 |
EACH | 0.0 |
| 1750 | HPS LUMINAIRE HIGH MAST | 04773 | 16.000 |
16.000 |
$900.000 |
EACH | 0.1 |
| 1760 | CONDUIT-3 1/2 INCH | 04798 | 1,190.000 |
1,190.000 |
$45.000 |
LF | 0.2 |
| 1770 | MARKER | 04800 | 14.000 |
14.000 |
$200.000 |
EACH | 0.0 |
| 1780 | TRENCHING AND BACKFILLING | 04820 | 7,270.000 |
7,270.000 |
$4.000 |
LF | 0.1 |
| 1790 | CABLE-NO. 8/3C DUCTED | 04860 | 6,700.000 |
6,700.000 |
$4.000 |
LF | 0.1 |
| 1800 | CABLE-NO. 6/3C DUCTED | 04861 | 6,200.000 |
6,200.000 |
$4.000 |
LF | 0.1 |
| 1810 | CABLE-NO. 4/3C DUCTED | 04862 | 3,700.000 |
3,700.000 |
$5.000 |
LF | 0.1 |
| 1820 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 1830 | REMOVE POLE BASE | 04941 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 1840 | REMOVE STORE & REINSTALL POLE | 04942 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 1850 | JUNCTION BOX TYPE A | 20391ES835 | 10.000 |
10.000 |
$550.000 |
EACH | 0.0 |
Category Total $334,430.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0007 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1860 | SBM ALUMINUM PANEL SIGNS | 06405 | 2,196.000 |
2,196.000 |
$17.000 |
SQFT | 0.2 |
| 1870 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 64.000 |
64.000 |
$16.000 |
SQFT | 0.0 |
| 1880 | STEEL POST TYPE 2 | 06411 | 64.000 |
64.000 |
$3.300 |
LF | 0.0 |
| 1890 | STEEL POST MILE MARKERS | 06412 | 6.000 |
6.000 |
$150.000 |
EACH | 0.0 |
| 1900 | FLEXIBLE DELINEATOR POST-W | 06417 | 100.000 |
100.000 |
$35.000 |
EACH | 0.0 |
| 1910 | FLEXIBLE DELINEATOR POST-Y | 06418 | 50.000 |
50.000 |
$35.000 |
EACH | 0.0 |
| 1920 | OSS ALUMINUM 70 FT TRUSS | 06426 | 2.000 |
2.000 |
$55,000.000 |
EACH | 0.5 |
| 1930 | OSS ALUMINUM 80 FT TRUSS | 06438 | 1.000 |
1.000 |
$63,000.000 |
EACH | 0.3 |
| 1940 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 1950 | REM OVERHEAD STRUC CONC BASE | 06450 | 5.000 |
5.000 |
$1,000.000 |
EACH | 0.0 |
| 1960 | REMOVE SIGN SUPPORT BEAM | 06451 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 1970 | CLASS A CONCRETE FOR SIGNS | 06490 | 150.000 |
150.000 |
$400.000 |
CUYD | 0.3 |
| 1980 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 12,106.000 |
12,106.000 |
$1.500 |
LB | 0.1 |
| 1990 | ROADWAY CROSS SECTION | 20419ED | 8.000 |
8.000 |
$500.000 |
EACH | 0.0 |
| 2000 | BARRIER WALL POST | 20912ND | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 2010 | MOVE CANTILEVER SIGN SUPPORT | 20995ND | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.0 |
| 8024 | GMSS GALV STEEL TYPE C | 20815ED | 0.000 |
3,178.050 |
$5.750 |
LB | 0.0 |
Category Total $322,176.20 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0008 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2020 | STEEL ENCASEMENT PIPE-18 INCH | 01075 | 160.000 |
160.000 |
$125.000 |
LF | 0.1 |
Category Total $20,000.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0009 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2030 | DUCTILE IRON PIPE-8 INCH | 01095 | 521.000 |
521.000 |
$120.000 |
LF | 0.3 |
| 2040 | TAPPING SLEEVE AND VALVE-8" | 20517NC | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 2050 | TEMP BLOW-OFF 6" | 21295ED | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 2060 | TIE IN TO EXISTING 8" DIP | 21296ED | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 2070 | 11 1/4 DEGREE RESTRAINED JOINT BEND | 21297ED | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 2080 | 22 1/2 DEGREE RESTRAINED JOINT BEND | 21298ED | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 2090 | 45 DEGREE MJ BEND | 21299ED | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 2100 | CUT & BLOCK 8" | 21300ED | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 2110 | AIR-VACUUM VALVE ASSEMBLY | 21301ED | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
Category Total $82,020.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0010 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2120 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,112,637.510 |
LS | 4.7 |
| 2130 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$334,612.250 |
LS | 1.4 |
Category Total $1,447,249.76 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0011 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2140 | CONDUIT-1 1/4 INCH | 04793 | 60.000 |
60.000 |
$10.000 |
LF | 0.0 |
| 2150 | CONDUIT-2 INCH | 04795 | 30.000 |
30.000 |
$12.000 |
LF | 0.0 |
| 2160 | TRENCHING AND BACKFILLING | 04820 | 80.000 |
80.000 |
$4.000 |
LF | 0.0 |
| 2170 | PIEZOELECTRIC SENSOR | 04829 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.1 |
| 2180 | LOOP WIRE | 04830 | 2,520.000 |
2,520.000 |
$0.600 |
LF | 0.0 |
| 2190 | LOOP SAW SLOT AND FILL | 04895 | 600.000 |
600.000 |
$8.000 |
LF | 0.0 |
| 2200 | GALVANIZED STEEL CABINET | 20359EC | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2210 | WOOD POST | 20360ES818 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 2220 | JUNCTION BOX TYPE A | 20391ES835 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
Category Total $26,992.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0012 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2230 | TRAINEE PAYMENT REIMBURSEMENT 1CLASS A OR B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$0.100 |
HOUR | 0.0 |
| 2240 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$0.100 |
HOUR | 0.0 |
Category Total $300.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0013 | CATEGORY Description | FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8020 | ASPHALT ADJUSTMENT NON-PARTICIPATING | 10030NS | 0.000 |
65,319.460 |
$1.000 |
DOLL | 0.0 |
| 8021 | FUEL ADJUSTMENT NON-PARTICIPATING | 10020NS | 0.000 |
55,919.000 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0014 | CATEGORY Description | FEDERAL AID NON PARTICIPATING FY09 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8029 | FUEL ADJUSTMENT NON-PARTICIPATING FY09 | 10020NS | 0.000 |
18,940.310 |
$1.000 |
DOLL | 0.0 |
| 8030 | ASPHALT ADJUSTMENT NON-PARTICIPATING FY09 | 10030NS | 0.000 |
23,841.520 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE03900710554 | CATEGORY NUMBER | 0015 | CATEGORY Description | NON PARTICIPATING FY11 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 9020 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
40,720.410 |
$1.000 |
DOLL | 0.0 |
| 9029 | FUEL ADJUSTMENT | 10020NS | 0.000 |
42.900 |
$1.000 |
DOLL | 0.0 |
| 9030 | FUEL ADJUSTMENT | 10020NS | 0.000 |
15,060.980 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |