|
Item List 061022 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 061022 | Primary Project Number | MP09290010601 |
| Contract Description | PADUCAH-ELIZABETHTOWN ROAD (PW 9001) | ||
| Primary County | BUTLER | Fed/St Number | 121GR06D003 |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 5,583,402.75 | ||
| SM- Project | MP01690010601 |
| Fed/State Number | FD04 016 9001 087-089 |
| Project Description | PADUCAH-ELIZABETHTOWN ROAD (WK 9001) |
| *********** |
| SM- Project | MP01690010601 | 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 | 480.000 |
480.000 |
$22.000 |
TON | 0.2 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 31.000 |
31.000 |
$38.000 |
TON | 0.0 |
| 0030 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | 1,033.000 |
1,033.000 |
$65.000 |
TON | 1.2 |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 FOR EDGE DRAINS | 00212 | 248.000 |
248.000 |
$50.000 |
TON | 0.2 |
| 0050 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 861.000 |
861.000 |
$55.000 |
TON | 0.8 |
| 0060 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 2,410.000 |
2,410.000 |
$67.750 |
TON | 2.9 |
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | 2,410.000 |
2,410.000 |
$3.500 |
TON | 0.2 |
| 0080 | CULVERT PIPE-15 INCH | 00461 | 60.000 |
60.000 |
$66.000 |
LF | 0.1 |
| 0090 | PERFORATED PIPE-4 INCH | 01000 | 9,388.000 |
9,388.000 |
$3.690 |
LF | 0.6 |
| 0100 | NON-PERFORATED PIPE-4 INCH | 01010 | 768.000 |
768.000 |
$11.250 |
LF | 0.2 |
| 0110 | INSPECT & CERTIFY EDGE DRAIN SYSTEM BUTLER | 01015 | 1.000 |
1.000 |
$8,950.000 |
LS | 0.2 |
| 0120 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 27.000 |
27.000 |
$345.000 |
EACH | 0.2 |
| 0130 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 13.000 |
13.000 |
$370.000 |
EACH | 0.1 |
| 0140 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 8.000 |
8.000 |
$390.000 |
EACH | 0.1 |
| 0150 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 6.000 |
6.000 |
$375.000 |
EACH | 0.0 |
| 0160 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
0.000 |
$1,260.000 |
EACH | 0.0 |
| 0170 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | 2.000 |
2.000 |
$1,350.000 |
EACH | 0.0 |
| 0180 | DROP BOX INLET TYPE 5C | 01508 | 4.000 |
4.000 |
$2,250.000 |
EACH | 0.2 |
| 0190 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 1.000 |
1.000 |
$150.000 |
EACH | 0.0 |
| 0200 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$260.000 |
EACH | 0.0 |
| 0210 | EMBANKMENT IN PLACE | 02230 | 100.000 |
100.000 |
$8.650 |
CUYD | 0.0 |
| 0220 | DITCHING | 02237 | 1,000.000 |
1,000.000 |
$3.500 |
LF | 0.1 |
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 5,212.500 |
5,412.500 |
$16.600 |
LF | 1.5 |
| 0240 | REMOVE GUARDRAIL | 02381 | 5,212.500 |
5,412.500 |
$1.300 |
LF | 0.1 |
| 0250 | CHANNEL LINING CLASS II | 02483 | 100.000 |
100.000 |
$29.500 |
TON | 0.1 |
| 0260 | SIGNS | 02562 | 900.000 |
900.000 |
$7.000 |
SQFT | 0.1 |
| 0270 | MAINTAIN & CONTROL TRAFFIC BUTLER | 02650 | 1.000 |
1.000 |
$80,000.000 |
LS | 1.4 |
| 0280 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.2 |
| 0290 | MOBILIZATION FOR MILL & TEXT BUTLER | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0300 | ASPH PAVE MILLING & TEXTURING | 02677 | 348.000 |
348.000 |
$20.000 |
TON | 0.1 |
| 0310 | SILT TRAP TYPE B | 02704 | 12.000 |
12.000 |
$210.000 |
EACH | 0.0 |
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | 24.000 |
24.000 |
$60.000 |
EACH | 0.0 |
| 0330 | STAKING BUTLER | 02726 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
| 0340 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0350 | BASE FAILURE REPAIR | 03240 | 420.000 |
420.000 |
$116.000 |
SQYD | 0.9 |
| 0360 | EROSION CONTROL BLANKET | 05950 | 9,388.000 |
9,388.000 |
$1.120 |
SQYD | 0.2 |
| 0370 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 21,123.000 |
21,123.000 |
$0.090 |
LF | 0.0 |
| 0380 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 11,735.000 |
11,735.000 |
$0.540 |
LF | 0.1 |
| 0390 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 9,388.000 |
9,388.000 |
$0.540 |
LF | 0.1 |
| 0400 | PAVE STRIPING-TEMP REM TAPE-B 8 IN | 06549 | 1,000.000 |
1,000.000 |
$2.390 |
LF | 0.0 |
| 0410 | PAVE STRIPING-TEMP REM TAPE-W 6 IN | 06550 | 1,500.000 |
1,500.000 |
$1.130 |
LF | 0.0 |
| 0420 | PAVE STRIPING-TEMP REM TAPE-Y 6 IN | 06551 | 1,500.000 |
1,500.000 |
$1.130 |
LF | 0.0 |
| 0430 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 118.000 |
118.000 |
$16.950 |
EACH | 0.0 |
| 0440 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 118.000 |
118.000 |
$7.000 |
EACH | 0.0 |
| 0450 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 9,388.000 |
9,388.000 |
$0.260 |
LF | 0.0 |
| 0460 | REM AND RESET CRASH CUSHION | 20405ES112 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.1 |
| 0470 | SILT TRAP TYPE C | 20496NS843 | 4.000 |
4.000 |
$260.000 |
EACH | 0.0 |
| 0480 | CLEAN SILT TRAP TYPE C | 20497NS843 | 8.000 |
8.000 |
$70.000 |
EACH | 0.0 |
| 0490 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0500 | REMOVE RAISED MEDIAN | 20754EC | 4,694.000 |
4,694.000 |
$7.900 |
LF | 0.7 |
| 0510 | REM AND RESET G/R END TREAT TY 1 | 21459ND | 5.000 |
5.000 |
$306.000 |
EACH | 0.0 |
| 0520 | REM AND RESET G/R END TREAT TY 2A | 21460ND | 15.000 |
11.000 |
$800.000 |
EACH | 0.2 |
| 8000 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
9,400.000 |
$1.150 |
LF | 0.0 |
| 8001 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 0.000 |
1.000 |
$3,342.720 |
EACH | 0.0 |
| 8002 | EXTRA LENGTH GUARDRAIL POST | 02399 | 0.000 |
25.000 |
$37.400 |
EACH | 0.0 |
| 8003 | CONCRETE-CLASS A | 08100 | 0.000 |
0.750 |
$990.000 |
CUYD | 0.0 |
| 8004 | STEEL REINFORCEMENT | 08150 | 0.000 |
7.000 |
$2.200 |
LB | 0.0 |
| 8005 | TIE-IN to Existing Headwall | 03479 | 0.000 |
10.000 |
$60.000 |
EACH | 0.0 |
| 8018 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
8,928.710 |
$1.000 |
DOLL | 0.0 |
| 8023 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
15,553.930 |
$1.000 |
DOLL | 0.0 |
| 8024 | FUEL ADJUSTMENT | 10020NS | 0.000 |
130.950 |
$1.000 |
DOLL | 0.0 |
Category Total $776,087.60 |
| SM- Project | MP01690010601 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBLIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0530 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$11,830.873 |
LS | 0.2 |
Category Total $11,830.87 |
| SM- Project | MP04390010601 |
| Fed/State Number | FD04 043 9001 088-092 |
| Project Description | PADUCAH-ELIZABETHTOWN ROAD (WK 9001) |
| *********** |
| SM- Project | MP04390010601 | 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 | 1,592.000 |
1,592.000 |
$22.000 |
TON | 0.6 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 105.000 |
105.000 |
$38.000 |
TON | 0.1 |
| 0030 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | 3,426.000 |
3,426.000 |
$65.000 |
TON | 4.0 |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 FOR EDGE DRAINS | 00212 | 826.000 |
826.000 |
$50.000 |
TON | 0.7 |
| 0050 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 2,855.000 |
2,855.000 |
$55.000 |
TON | 2.8 |
| 0060 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 7,993.000 |
7,993.000 |
$67.750 |
TON | 9.7 |
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | 7,993.000 |
7,993.000 |
$3.500 |
TON | 0.5 |
| 0080 | CULVERT PIPE-15 INCH | 00461 | 496.000 |
496.000 |
$66.000 |
LF | 0.6 |
| 0090 | PERFORATED PIPE-4 INCH | 01000 | 31,142.000 |
31,142.000 |
$3.690 |
LF | 2.1 |
| 0100 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,664.000 |
2,664.000 |
$11.250 |
LF | 0.5 |
| 0110 | INSPECT & CERTIFY EDGE DRAIN SYSTEM GRAYSON | 01015 | 1.000 |
1.000 |
$8,950.000 |
LS | 0.2 |
| 0120 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 65.000 |
65.000 |
$345.000 |
EACH | 0.4 |
| 0130 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 25.000 |
25.000 |
$370.000 |
EACH | 0.2 |
| 0140 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 12.000 |
12.000 |
$390.000 |
EACH | 0.1 |
| 0150 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 19.000 |
19.000 |
$375.000 |
EACH | 0.1 |
| 0160 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 8.000 |
0.000 |
$1,260.000 |
EACH | 0.2 |
| 0170 | DROP BOX INLET TYPE 5C | 01508 | 17.000 |
17.000 |
$2,250.000 |
EACH | 0.7 |
| 0180 | REMOVE MEDIAN BOX INLET | 01630 | 6.000 |
6.000 |
$285.000 |
EACH | 0.0 |
| 0190 | JUNCTION BOX-15 INCH | 01641 | 2.000 |
2.000 |
$1,025.000 |
EACH | 0.0 |
| 0200 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 6.000 |
6.000 |
$150.000 |
EACH | 0.0 |
| 0210 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$260.000 |
EACH | 0.0 |
| 0220 | EMBANKMENT IN PLACE | 02230 | 300.000 |
300.000 |
$8.650 |
CUYD | 0.0 |
| 0230 | DITCHING | 02237 | 3,000.000 |
3,000.000 |
$3.500 |
LF | 0.2 |
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 13,237.500 |
15,437.500 |
$16.600 |
LF | 3.9 |
| 0250 | REMOVE GUARDRAIL | 02381 | 13,237.500 |
15,437.500 |
$1.300 |
LF | 0.3 |
| 0260 | CHANNEL LINING CLASS II | 02483 | 300.000 |
300.000 |
$29.500 |
TON | 0.2 |
| 0270 | SIGNS | 02562 | 900.000 |
900.000 |
$7.000 |
SQFT | 0.1 |
| 0280 | MAINTAIN & CONTROL TRAFFIC GRAYSON | 02650 | 1.000 |
1.000 |
$95,000.000 |
LS | 1.7 |
| 0290 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.2 |
| 0300 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.1 |
| 0310 | MOBILIZATION FOR MILL & TEXT GRAYSON | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0320 | ASPH PAVE MILLING & TEXTURING | 02677 | 670.000 |
670.000 |
$20.000 |
TON | 0.2 |
| 0330 | SILT TRAP TYPE B | 02704 | 31.000 |
31.000 |
$210.000 |
EACH | 0.1 |
| 0340 | CLEAN SILT TRAP TYPE B | 02707 | 62.000 |
62.000 |
$60.000 |
EACH | 0.1 |
| 0350 | STAKING GRAYSON | 02726 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
| 0360 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0370 | BASE FAILURE REPAIR | 03240 | 295.000 |
295.000 |
$116.000 |
SQYD | 0.6 |
| 0380 | EROSION CONTROL BLANKET | 05950 | 31,142.000 |
31,142.000 |
$1.120 |
SQYD | 0.6 |
| 0390 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 70,070.000 |
70,070.000 |
$0.090 |
LF | 0.1 |
| 0400 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 38,928.000 |
38,928.000 |
$0.540 |
LF | 0.4 |
| 0410 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 31,142.000 |
31,142.000 |
$0.540 |
LF | 0.3 |
| 0420 | PAVE STRIPING-TEMP REM TAPE-B 8 IN | 06549 | 1,000.000 |
1,000.000 |
$2.390 |
LF | 0.0 |
| 0430 | PAVE STRIPING-TEMP REM TAPE-W 6 IN | 06550 | 1,500.000 |
1,500.000 |
$1.130 |
LF | 0.0 |
| 0440 | PAVE STRIPING-TEMP REM TAPE-Y 6 IN | 06551 | 1,500.000 |
1,500.000 |
$1.130 |
LF | 0.0 |
| 0450 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 390.000 |
390.000 |
$16.950 |
EACH | 0.1 |
| 0460 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 390.000 |
390.000 |
$7.000 |
EACH | 0.0 |
| 0470 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 62,284.000 |
62,284.000 |
$0.260 |
LF | 0.3 |
| 0480 | SILT TRAP TYPE C | 20496NS843 | 17.000 |
17.000 |
$260.000 |
EACH | 0.1 |
| 0490 | CLEAN SILT TRAP TYPE C | 20497NS843 | 34.000 |
34.000 |
$70.000 |
EACH | 0.0 |
| 0500 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0510 | REMOVE RAISED MEDIAN | 20754EC | 15,571.000 |
15,571.000 |
$7.900 |
LF | 2.2 |
| 0520 | REM AND RESET G/R END TREAT TY 1 | 21459ND | 7.000 |
7.000 |
$306.000 |
EACH | 0.0 |
| 0530 | REM AND RESET G/R END TREAT TY 2A | 21460ND | 5.000 |
5.000 |
$800.000 |
EACH | 0.1 |
| 0540 | REM AND RESET G/R END TREAT TY 3 | 21463ND | 5.000 |
0.000 |
$800.000 |
EACH | 0.1 |
| 0550 | REMOVE AND RESET BRIDGE END CONNECTOR | 21547NS719 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 8006 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
31,152.000 |
$1.150 |
LF | 0.0 |
| 8007 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 0.000 |
2.000 |
$3,342.720 |
EACH | 0.0 |
| 8008 | EXTRA LENGTH GUARDRAIL POST | 02399 | 0.000 |
100.000 |
$37.400 |
EACH | 0.0 |
| 8009 | CONCRETE-CLASS A | 08100 | 0.000 |
6.000 |
$990.000 |
CUYD | 0.0 |
| 8010 | STEEL REINFORCEMENT | 08150 | 0.000 |
56.000 |
$2.200 |
LB | 0.0 |
| 8011 | TIE-IN to Existing Headwall | 03479 | 0.000 |
15.000 |
$60.000 |
EACH | 0.0 |
| 8019 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
3,590.130 |
$1.000 |
DOLL | 0.0 |
| 8025 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
50,800.770 |
$1.000 |
DOLL | 0.0 |
| 8026 | FUEL ADJUSTMENT | 10020NS | 0.000 |
596.700 |
$1.000 |
DOLL | 0.0 |
Category Total $2,028,006.86 |
| SM- Project | MP04390010601 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBLIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0560 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$32,947.610 |
LS | 0.6 |
Category Total $32,947.61 |
| SM- Project | MP09290010601 |
| Fed/State Number | FD04 092 9001 083-088 |
| Project Description | PADUCAH-ELIZABETHTOWN ROAD (WK 9001) |
| *********** |
| SM- Project | MP09290010601 | 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 | 230.000 |
230.000 |
$22.000 |
TON | 0.1 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 137.000 |
137.000 |
$38.000 |
TON | 0.1 |
| 0030 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | 4,719.000 |
4,719.000 |
$65.000 |
TON | 5.5 |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 FOR EDGE DRAINS | 00212 | 1,132.000 |
1,132.000 |
$50.000 |
TON | 1.0 |
| 0050 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 3,932.000 |
3,932.000 |
$55.000 |
TON | 3.9 |
| 0060 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 11,009.000 |
11,009.000 |
$67.750 |
TON | 13.4 |
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | 11,009.000 |
11,009.000 |
$3.500 |
TON | 0.7 |
| 0080 | CULVERT PIPE-15 INCH | 00461 | 320.000 |
545.000 |
$66.000 |
LF | 0.4 |
| 0090 | PERFORATED PIPE-4 INCH | 01000 | 42,894.000 |
42,894.000 |
$3.690 |
LF | 2.8 |
| 0100 | NON-PERFORATED PIPE-4 INCH | 01010 | 3,432.000 |
2,791.000 |
$11.250 |
LF | 0.7 |
| 0110 | INSPECT & CERTIFY EDGE DRAIN SYSTEM OHIO | 01015 | 1.000 |
1.000 |
$8,950.000 |
LS | 0.2 |
| 0120 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 83.000 |
83.000 |
$345.000 |
EACH | 0.5 |
| 0130 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 33.000 |
33.000 |
$370.000 |
EACH | 0.2 |
| 0140 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 13.000 |
13.000 |
$390.000 |
EACH | 0.1 |
| 0150 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 15.000 |
15.000 |
$375.000 |
EACH | 0.1 |
| 0160 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 4.000 |
0.000 |
$1,260.000 |
EACH | 0.1 |
| 0170 | DROP BOX INLET TYPE 5C | 01508 | 26.000 |
26.000 |
$2,250.000 |
EACH | 1.0 |
| 0180 | REMOVE MEDIAN BOX INLET | 01630 | 22.000 |
22.000 |
$285.000 |
EACH | 0.1 |
| 0190 | JUNCTION BOX-15 INCH | 01641 | 10.000 |
10.000 |
$1,025.000 |
EACH | 0.2 |
| 0200 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 60.000 |
60.000 |
$150.000 |
EACH | 0.2 |
| 0210 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$260.000 |
EACH | 0.0 |
| 0220 | EMBANKMENT IN PLACE | 02230 | 500.000 |
500.000 |
$8.650 |
CUYD | 0.1 |
| 0230 | DITCHING | 02237 | 5,000.000 |
5,000.000 |
$3.500 |
LF | 0.3 |
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 20,250.000 |
21,810.000 |
$16.600 |
LF | 6.0 |
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,287.000 |
EACH | 0.2 |
| 0260 | REMOVE GUARDRAIL | 02381 | 20,250.000 |
21,810.000 |
$1.300 |
LF | 0.5 |
| 0270 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$298.650 |
EACH | 0.0 |
| 0280 | CHANNEL LINING CLASS II | 02483 | 500.000 |
500.000 |
$29.500 |
TON | 0.3 |
| 0290 | SIGNS | 02562 | 900.000 |
900.000 |
$7.000 |
SQFT | 0.1 |
| 0310 | MAINTAIN & CONTROL TRAFFIC OHIO | 02650 | 1.000 |
1.000 |
$95,000.000 |
LS | 1.7 |
| 0320 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.2 |
| 0330 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.1 |
| 0340 | MOBILIZATION FOR MILL & TEXT OHIO | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0350 | ASPH PAVE MILLING & TEXTURING | 02677 | 322.000 |
322.000 |
$20.000 |
TON | 0.1 |
| 0360 | SILT TRAP TYPE B | 02704 | 43.000 |
43.000 |
$210.000 |
EACH | 0.2 |
| 0370 | CLEAN SILT TRAP TYPE B | 02707 | 86.000 |
86.000 |
$60.000 |
EACH | 0.1 |
| 0380 | STAKING OHIO | 02726 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
| 0390 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0400 | BASE FAILURE REPAIR | 03240 | 114.000 |
150.000 |
$116.000 |
SQYD | 0.2 |
| 0410 | EROSION CONTROL BLANKET | 05950 | 42,896.000 |
42,896.000 |
$1.120 |
SQYD | 0.9 |
| 0420 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 96,516.000 |
96,516.000 |
$0.090 |
LF | 0.2 |
| 0430 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 53,620.000 |
53,620.000 |
$0.540 |
LF | 0.5 |
| 0440 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 42,896.000 |
42,896.000 |
$0.540 |
LF | 0.4 |
| 0450 | PAVE STRIPING-TEMP REM TAPE-B 8 IN | 06549 | 1,000.000 |
1,000.000 |
$2.390 |
LF | 0.0 |
| 0460 | PAVE STRIPING-TEMP REM TAPE-W 6 IN | 06550 | 1,500.000 |
1,500.000 |
$1.130 |
LF | 0.0 |
| 0470 | PAVE STRIPING-TEMP REM TAPE-Y 6 IN | 06551 | 1,500.000 |
1,500.000 |
$1.130 |
LF | 0.0 |
| 0480 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 536.000 |
536.000 |
$16.950 |
EACH | 0.2 |
| 0490 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 536.000 |
536.000 |
$7.000 |
EACH | 0.1 |
| 0500 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 85,788.000 |
85,788.000 |
$0.260 |
LF | 0.4 |
| 0510 | REM AND RESET CRASH CUSHION | 20405ES112 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.1 |
| 0520 | SILT TRAP TYPE C | 20496NS843 | 26.000 |
26.000 |
$260.000 |
EACH | 0.1 |
| 0530 | CLEAN SILT TRAP TYPE C | 20497NS843 | 52.000 |
52.000 |
$70.000 |
EACH | 0.1 |
| 0540 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0550 | REMOVE RAISED MEDIAN | 20754EC | 21,448.000 |
21,448.000 |
$7.900 |
LF | 3.0 |
| 0560 | REM AND RESET G/R END TREAT TY 1 | 21459ND | 1.000 |
1.000 |
$306.000 |
EACH | 0.0 |
| 0570 | REM AND RESET G/R END TREAT TY 1 | 21459ND | 22.000 |
22.000 |
$306.000 |
EACH | 0.1 |
| 0580 | REM AND RESET G/R END TREAT TY 2A | 21460ND | 22.000 |
22.000 |
$800.000 |
EACH | 0.3 |
| 8012 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
42,872.000 |
$1.150 |
LF | 0.0 |
| 8013 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 0.000 |
21.000 |
$3,342.720 |
EACH | 0.0 |
| 8014 | EXTRA LENGTH GUARDRAIL POST | 02399 | 0.000 |
75.000 |
$37.400 |
EACH | 0.0 |
| 8015 | CONCRETE-CLASS A | 08100 | 0.000 |
3.000 |
$990.000 |
CUYD | 0.0 |
| 8016 | STEEL REINFORCEMENT | 08150 | 0.000 |
28.000 |
$2.200 |
LB | 0.0 |
| 8017 | TIE-IN to Existing Headwall | 03479 | 0.000 |
25.000 |
$60.000 |
EACH | 0.0 |
| 8020 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 0.000 |
275.000 |
$26.200 |
LF | 0.0 |
| 8021 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 0.000 |
2.000 |
$47.700 |
EACH | 0.0 |
| 8022 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
19,521.290 |
$1.000 |
DOLL | 0.0 |
| 8027 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
67,593.880 |
$1.000 |
DOLL | 0.0 |
| 8028 | FUEL ADJUSTMENT | 10020NS | 0.000 |
-4,719.790 |
$1.000 |
DOLL | 0.0 |
Category Total $2,689,308.29 |
| SM- Project | MP09290010601 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBLIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$45,221.516 |
LS | 0.8 |
Category Total $45,221.51 |