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Item List 051053 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051053 | Primary Project Number | DE04214230553 |
| Contract Description | SHAW ROAD (CR 1423) | ||
| Primary County | GRAVES | Fed/St Number | BRZ 0103(277) |
| Vendor ID | 00237 | Vendor Name | H & G CONSTRUCTION COMPANY INC |
| Bid Amount | $ 973,858.56 | ||
| SM- Project | DE04214230553 |
| Fed/State Number | BRZ 0103(277) |
| Project Description | SHAW ROAD (CR 1423) |
| *********** |
| SM- Project | DE04214230553 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 2,038.000 |
2,038.000 |
$18.900 |
TON | 4.0 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 248.000 |
248.000 |
$15.900 |
TON | 0.4 |
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 842.000 |
842.000 |
$52.000 |
TON | 4.5 |
| 0040 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 349.000 |
349.000 |
$54.000 |
TON | 1.9 |
| 0050 | ENTRANCE PIPE-15 INCH | 00440 | 123.600 |
123.600 |
$15.900 |
LF | 0.2 |
| 0060 | CULVERT PIPE-15 INCH | 00461 | 140.900 |
140.900 |
$28.000 |
LF | 0.4 |
| 0070 | CULVERT PIPE-18 INCH | 00462 | 65.000 |
65.000 |
$38.850 |
LF | 0.3 |
| 0080 | CULVERT PIPE-24 INCH | 00464 | 82.000 |
82.000 |
$49.900 |
LF | 0.4 |
| 0090 | STORM SEWER PIPE-18 INCH | 00522 | 252.000 |
252.000 |
$38.000 |
LF | 1.0 |
| 0100 | PERFORATED PIPE-6 INCH | 01001 | 1,483.000 |
1,483.000 |
$8.800 |
LF | 1.3 |
| 0110 | NON-PERFORATED PIPE-6 INCH | 01011 | 32.000 |
32.000 |
$12.000 |
LF | 0.0 |
| 0120 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 2.000 |
2.000 |
$490.000 |
EACH | 0.1 |
| 0130 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 2.000 |
2.000 |
$490.000 |
EACH | 0.1 |
| 0140 | METAL END SECTION TY 1-18 INCH | 01371 | 1.000 |
1.000 |
$880.000 |
EACH | 0.1 |
| 0150 | DROP BOX INLET TYPE 11 | 01544 | 3.000 |
3.000 |
$1,950.000 |
EACH | 0.6 |
| 0160 | DROP BOX INLET TYPE 13G | 01559 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.5 |
| 0170 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$250.000 |
EACH | 0.1 |
| 0180 | TEMPORARY DITCH | 02159 | 2,044.000 |
2,044.000 |
$0.100 |
LF | 0.0 |
| 0190 | ROADWAY EXCAVATION | 02200 | 8,145.900 |
8,145.900 |
$8.900 |
CUYD | 7.4 |
| 0200 | GRANULAR EMBANKMENT | 02223 | 2,241.000 |
2,241.000 |
$27.600 |
CUYD | 6.4 |
| 0210 | WATER | 02242 | 25.000 |
25.000 |
$1.000 |
MGAL | 0.0 |
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 650.000 |
650.000 |
$14.500 |
LF | 1.0 |
| 0230 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,900.000 |
EACH | 0.8 |
| 0240 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.7 |
| 0250 | R/W MARKER RURAL TYPE 1 | 02434 | 26.000 |
26.000 |
$75.000 |
EACH | 0.2 |
| 0260 | CHANNEL LINING CLASS II | 02483 | 10.000 |
10.000 |
$35.000 |
TON | 0.0 |
| 0270 | CHANNEL LINING CLASS III | 02484 | 1,124.000 |
1,124.000 |
$23.000 |
TON | 2.7 |
| 0280 | CLEARING AND GRUBBING 0.2 ACRES | 02545 | 1.000 |
1.000 |
$18,500.000 |
LS | 1.9 |
| 0290 | SIGNS | 02562 | 215.000 |
215.000 |
$10.500 |
SQFT | 0.2 |
| 0300 | EDGE KEY | 02585 | 20.000 |
20.000 |
$25.000 |
LF | 0.1 |
| 0310 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 6,930.000 |
6,930.000 |
$1.950 |
SQYD | 1.4 |
| 0320 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$11,000.000 |
LS | 1.1 |
| 0330 | SILT TRAP TYPE A NO. 2 | 02703 | 10.000 |
10.000 |
$150.000 |
EACH | 0.2 |
| 0340 | SILT TRAP TYPE B | 02704 | 9.000 |
9.000 |
$80.000 |
EACH | 0.1 |
| 0350 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | 10.000 |
10.000 |
$25.000 |
EACH | 0.0 |
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | 9.000 |
9.000 |
$25.000 |
EACH | 0.0 |
| 0370 | STAKING | 02726 | 1.000 |
1.000 |
$5,800.000 |
LS | 0.6 |
| 0380 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$24,300.000 |
LS | 2.5 |
| 0390 | EROSION CONTROL BLANKET | 05950 | 5,571.000 |
5,571.000 |
$1.490 |
SQYD | 0.9 |
| 0400 | TEMPORARY MULCH | 05952 | 10.000 |
10.000 |
$1.000 |
SQYD | 0.0 |
| 0410 | TEMP SEEDING AND PROTECTION | 05953 | 8,000.000 |
8,000.000 |
$0.280 |
SQYD | 0.2 |
| 0420 | TOPDRESSING FERTILIZER | 05966 | 3.000 |
3.000 |
$440.000 |
TON | 0.1 |
| 0430 | SEEDING AND PROTECTION | 05985 | 12,000.000 |
12,000.000 |
$0.390 |
SQYD | 0.5 |
| 0440 | SPECIAL SEEDING CROWN VETCH | 05989 | 5,500.000 |
5,500.000 |
$0.710 |
SQYD | 0.4 |
| 0450 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 6,300.000 |
6,300.000 |
$0.300 |
LF | 0.2 |
| 0460 | CONCRETE-CLASS A | 08100 | 5.130 |
5.130 |
$1,500.000 |
CUYD | 0.8 |
| 0470 | CONCRETE-CLASS A | 08100 | 6.250 |
6.250 |
$1,500.000 |
CUYD | 1.0 |
| 0480 | STEEL REINFORCEMENT | 08150 | 38.000 |
38.000 |
$1.000 |
LB | 0.0 |
| 0490 | STEEL REINFORCEMENT | 08150 | 38.000 |
38.000 |
$1.000 |
LB | 0.0 |
| 0500 | SILT TRAP TYPE C | 20496NS843 | 18.000 |
18.000 |
$80.000 |
EACH | 0.1 |
| 0510 | CLEAN SILT TRAP TYPE C | 20497NS843 | 18.000 |
18.000 |
$25.000 |
EACH | 0.0 |
| 0520 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0530 | ENERGY DISSIPATOR | 21139ND | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.4 |
| 8000 | TEMPORARY SILT FENCE Establishes price and required to contain silt | 02701 | 0.000 |
400.000 |
$3.000 |
LF | 0.0 |
| 8020 | CRUSHED AGGREGATE SLOPE PROT crushed aggregate will be used in lieu of concrete | 08020 | 0.000 |
306.000 |
$33.000 |
TON | 0.0 |
Category Total $466,423.59 |
| SM- Project | DE04214230553 | CATEGORY NUMBER | 0002 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0540 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$2,100.000 |
LS | 0.2 |
| 0550 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$14,360.960 |
LS | 1.5 |
Category Total $16,460.96 |
| SM- Project | DE04214230553 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0560 | STRUCTURE GRANULAR BACKFILL | 02231 | 118.000 |
118.000 |
$28.900 |
CUYD | 0.4 |
| 0570 | MASONRY COATING | 02998 | 1,075.000 |
1,075.000 |
$9.900 |
SQYD | 1.1 |
| 0580 | ARMORED EDGE FOR CONCRETE | 03299 | 60.700 |
60.700 |
$49.000 |
LF | 0.3 |
| 0590 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$8,250.000 |
LS | 0.8 |
| 0600 | REINF CONC SLOPE WALL-6 INCH | 08016 | 464.000 |
0.000 |
$65.000 |
SQYD | 3.1 |
| 0610 | TEST PILES | 08033 | 110.000 |
110.000 |
$48.000 |
LF | 0.5 |
| 0620 | PILES-STEEL HP12X53 | 08046 | 716.000 |
716.000 |
$44.450 |
LF | 3.3 |
| 0630 | CONCRETE-CLASS A | 08100 | 256.640 |
256.640 |
$399.000 |
CUYD | 10.5 |
| 0640 | CONCRETE-CLASS AA | 08104 | 250.740 |
250.740 |
$445.000 |
CUYD | 11.5 |
| 0650 | STEEL REINFORCEMENT | 08150 | 22,761.000 |
22,761.000 |
$0.690 |
LB | 1.6 |
| 0660 | STEEL REINF-EPOXY COATED | 08151 | 52,698.000 |
52,698.000 |
$0.840 |
LB | 4.5 |
| 0670 | PRECAST PC I BEAM TYPE 3 | 08633 | 699.330 |
699.330 |
$178.000 |
LF | 12.8 |
| 8510 | EW~ Extra Work Railroad flagging services | 10090NX | 0.000 |
1.000 |
$112,406.250 |
LS | 0.0 |
Category Total $490,974.01 |