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Item List 051156 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051156 | Primary Project Number | DE04214190556 |
| Contract Description | LOWES ROAD (CR 1419) | ||
| Primary County | GRAVES | Fed/St Number | BRZ 0103 (278) |
| Vendor ID | 00237 | Vendor Name | H & G CONSTRUCTION COMPANY INC |
| Bid Amount | $ 1,371,977.53 | ||
| SM- Project | DE04214190556 |
| Fed/State Number | BRZ 0103 (278) |
| Project Description | LOWES ROAD (CR 1419) |
| *********** |
| SM- Project | DE04214190556 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ISLAND HEADER CURB TYPE 2 | 01891 | 122.000 |
122.000 |
$35.000 |
LF | 0.3 |
| 0020 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$350.000 |
EACH | 0.1 |
| 0030 | REMOVE PAVEMENT | 02091 | 1,475.000 |
1,475.000 |
$3.000 |
SQYD | 0.3 |
| 0040 | TEMPORARY DITCH | 02159 | 2,010.000 |
2,010.000 |
$1.850 |
LF | 0.3 |
| 0050 | EMBANKMENT IN PLACE | 02230 | 22,747.000 |
22,747.000 |
$11.100 |
CUYD | 18.4 |
| 0060 | WATER | 02242 | 485.000 |
485.000 |
$1.000 |
MGAL | 0.0 |
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,000.000 |
1,000.000 |
$15.250 |
LF | 1.1 |
| 0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$60.000 |
EACH | 0.0 |
| 0090 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.6 |
| 0100 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 4.000 |
4.000 |
$875.000 |
EACH | 0.3 |
| 0110 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$1,900.000 |
EACH | 0.1 |
| 0120 | TEMPORARY GUARDRAIL | 02397 | 925.000 |
925.000 |
$8.000 |
LF | 0.5 |
| 0130 | CHANNEL LINING CLASS II | 02483 | 557.000 |
557.000 |
$18.000 |
TON | 0.7 |
| 0140 | CHANNEL LINING CLASS III | 02484 | 29.000 |
29.000 |
$18.000 |
TON | 0.0 |
| 0150 | CLEARING AND GRUBBING 6.51 ACRES | 02545 | 1.000 |
1.000 |
$27,000.000 |
LS | 2.0 |
| 0160 | SIGNS | 02562 | 300.000 |
300.000 |
$15.000 |
SQFT | 0.3 |
| 0170 | EDGE KEY | 02585 | 34.000 |
34.000 |
$25.000 |
LF | 0.1 |
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$21,000.000 |
LS | 1.5 |
| 0190 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.4 |
| 0200 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.4 |
| 0210 | TEMPORARY SILT FENCE | 02701 | 2,010.000 |
2,010.000 |
$2.750 |
LF | 0.4 |
| 0220 | SILT TRAP TYPE A | 02703 | 2.000 |
2.000 |
$80.000 |
EACH | 0.0 |
| 0230 | SILT TRAP TYPE B | 02704 | 13.000 |
13.000 |
$80.000 |
EACH | 0.1 |
| 0240 | CLEAN SILT TRAP TYPE A | 02706 | 4.000 |
4.000 |
$25.000 |
EACH | 0.0 |
| 0250 | CLEAN SILT TRAP TYPE B | 02707 | 26.000 |
26.000 |
$25.000 |
EACH | 0.0 |
| 0260 | SILT TRAP TYPE C | 20496NS843 | 3.000 |
3.000 |
$350.000 |
EACH | 0.1 |
| 0270 | CLEAN SILT TRAP TYPE C | 20497NS843 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,020.000 |
4,020.000 |
$0.300 |
LF | 0.1 |
| 0290 | STAKING | 02726 | 1.000 |
1.000 |
$15,000.000 |
LS | 1.1 |
| 0300 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$22,000.000 |
LS | 1.6 |
| 0310 | EROSION CONTROL BLANKET | 05950 | 1,965.000 |
1,965.000 |
$1.520 |
SQYD | 0.2 |
| 0320 | TEMPORARY MULCH | 05952 | 31,508.000 |
31,508.000 |
$0.170 |
SQYD | 0.4 |
| 0330 | TEMP SEEDING AND PROTECTION | 05953 | 2,333.000 |
2,333.000 |
$0.240 |
SQYD | 0.0 |
| 0340 | TOPDRESSING FERTILIZER | 05966 | 1.200 |
1.200 |
$475.000 |
TON | 0.0 |
| 0350 | SEEDING AND PROTECTION | 05985 | 23,328.000 |
23,328.000 |
$0.370 |
SQYD | 0.6 |
| 0360 | SPECIAL SEEDING CROWN VETCH | 05989 | 9,500.000 |
9,500.000 |
$0.370 |
SQYD | 0.3 |
| 0370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 2,800.000 |
2,800.000 |
$0.280 |
LF | 0.1 |
| 0380 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 4,020.000 |
4,020.000 |
$0.300 |
LF | 0.1 |
| 0390 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0400 | DGA BASE | 00001 | 3,030.000 |
3,030.000 |
$16.500 |
TON | 3.6 |
| 0410 | ASPHALT SEAL AGGREGATE | 00100 | 6.000 |
6.000 |
$55.000 |
TON | 0.0 |
| 0420 | EMULSIFIED ASPHALT RS-2 | 00291 | 1.000 |
1.000 |
$2,500.000 |
TON | 0.2 |
| 0430 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 647.000 |
647.000 |
$49.050 |
TON | 2.3 |
| 0440 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,627.000 |
2,627.000 |
$49.050 |
TON | 9.4 |
| 0450 | STORM SEWER PIPE-18 INCH | 00522 | 127.000 |
127.000 |
$38.000 |
LF | 0.4 |
| 0460 | CULVERT PIPE-24 INCH | 00464 | 295.000 |
295.000 |
$46.000 |
LF | 1.0 |
| 0470 | ENTRANCE PIPE-15 INCH | 00440 | 136.000 |
136.000 |
$15.000 |
LF | 0.1 |
| 0480 | ENTRANCE PIPE-18 INCH | 00441 | 96.000 |
96.000 |
$20.000 |
LF | 0.1 |
| 0490 | DROP BOX INLET TYPE 13G | 01559 | 4.000 |
4.000 |
$3,300.000 |
EACH | 1.0 |
| 0500 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.2 |
| 0510 | CONCRETE-CLASS A | 08100 | 8.610 |
8.610 |
$1,800.000 |
CUYD | 1.1 |
| 0520 | STEEL REINFORCEMENT | 08150 | 56.000 |
56.000 |
$1.000 |
LB | 0.0 |
| 0530 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 2,247.000 |
2,247.000 |
$1.450 |
SQYD | 0.2 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $718,743.99 |
| SM- Project | DE04214190556 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0540 | CONCRETE-CLASS A | 08100 | 309.900 |
309.900 |
$425.000 |
CUYD | 9.6 |
| 0550 | CONCRETE-CLASS AA | 08104 | 253.500 |
253.500 |
$525.000 |
CUYD | 9.7 |
| 0560 | STEEL REINFORCEMENT | 08150 | 52,493.400 |
52,493.400 |
$0.930 |
LB | 3.6 |
| 0570 | STEEL REINF-EPOXY COATED | 08151 | 66,206.100 |
66,206.100 |
$0.950 |
LB | 4.6 |
| 0580 | STRUCTURE GRANULAR BACKFILL | 02231 | 86.400 |
86.400 |
$32.000 |
CUYD | 0.2 |
| 0590 | PRECAST PC I BEAM TYPE 3 | 08633 | 682.000 |
682.000 |
$189.000 |
LF | 9.4 |
| 0600 | MASONRY COATING | 02998 | 736.900 |
736.900 |
$10.520 |
SQYD | 0.6 |
| 0610 | PILES-STEEL HP12X53 | 08046 | 1,728.000 |
1,728.000 |
$42.500 |
LF | 5.4 |
| 0620 | FOUNDATION PREPARATION 25469 | 08003 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.3 |
| 0630 | TEST PILES | 08033 | 171.600 |
171.600 |
$42.500 |
LF | 0.5 |
| 0640 | ARMORED EDGE FOR CONCRETE | 03299 | 71.100 |
71.100 |
$52.250 |
LF | 0.3 |
| 0650 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 114.000 |
114.000 |
$33.000 |
TON | 0.3 |
| 0660 | APPROACH SLAB | 08500 | 166.600 |
166.600 |
$149.000 |
SQYD | 1.8 |
| 8510 | EW~ Extra Work Railroad flagging services | 10090NX | 0.000 |
1.000 |
$112,406.250 |
LS | 0.0 |
Category Total $632,958.02 |
| SM- Project | DE04214190556 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0670 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$20,275.520 |
LS | 1.5 |
Category Total $20,275.52 |