Item List 041121 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 041121 | Primary Project Number | D098255204121 |
Contract Description | SHELBIANA ROAD(KY 2552) | ||
Primary County | PIKE | Fed/St Number | BRZ 1203 (258) |
Vendor ID | 00349 | Vendor Name | BUSH & BURCHETT INC |
Bid Amount | $ 1,253,566.08 |
SM- Project | D098255204121 |
Fed/State Number | BRZ 1203 (258) |
Project Description | SHELBIANA ROAD(KY 2552) |
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SM- Project | D098255204121 | 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 | 787.000 |
787.000 |
$28.450 |
TON | 1.8 |
0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 895.000 |
995.000 |
$58.500 |
TON | 4.2 |
0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 135.000 |
210.000 |
$83.000 |
TON | 0.9 |
0040 | ENTRANCE PIPE-18 INCH | 00441 | 45.000 |
45.000 |
$53.000 |
LF | 0.2 |
0050 | STORM SEWER PIPE-15 INCH | 00521 | 69.000 |
69.000 |
$48.000 |
LF | 0.3 |
0060 | STORM SEWER PIPE-18 INCH | 00522 | 84.000 |
84.000 |
$60.000 |
LF | 0.4 |
0070 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.4 |
0080 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$25.000 |
LF | 0.2 |
0090 | BARRICADE-TYPE III | 02014 | 5.000 |
5.000 |
$1.000 |
EACH | 0.0 |
0100 | REMOVE PAVEMENT | 02091 | 508.000 |
508.000 |
$5.000 |
SQYD | 0.2 |
0110 | ROADWAY EXCAVATION | 02200 | 406.000 |
406.000 |
$13.000 |
CUYD | 0.4 |
0120 | BORROW EXCAVATION | 02210 | 821.000 |
821.000 |
$10.000 |
CUYD | 0.7 |
0130 | WATER | 02242 | 222.000 |
222.000 |
$1.000 |
MGAL | 0.0 |
0140 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 335.000 |
335.000 |
$16.000 |
LF | 0.4 |
0150 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 100.000 |
100.000 |
$30.000 |
LF | 0.2 |
0160 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$50.000 |
EACH | 0.0 |
0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.6 |
0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.2 |
0190 | CHANNEL LINING CLASS II | 02483 | 10.000 |
35.000 |
$30.000 |
TON | 0.0 |
0200 | CLEARING AND GRUBBING .92 ACRES | 02545 | 1.000 |
1.000 |
$23,000.000 |
LS | 1.8 |
0210 | SIGNS | 02562 | 213.000 |
128.000 |
$10.000 |
SQFT | 0.2 |
0220 | EDGE KEY | 02585 | 26.000 |
0.000 |
$75.000 |
LF | 0.2 |
0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.2 |
0240 | TEMPORARY SILT FENCE | 02701 | 2,059.000 |
0.000 |
$1.000 |
LF | 0.2 |
0250 | SILT CHECK | 02705 | 5.000 |
0.000 |
$200.000 |
EACH | 0.1 |
0260 | CLEAN SILT CHECK | 02708 | 10.000 |
0.000 |
$1.000 |
EACH | 0.0 |
0270 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,460.000 |
0.000 |
$0.010 |
LF | 0.0 |
0280 | STAKING | 02726 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.2 |
0290 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$42,218.000 |
LS | 3.4 |
0300 | EROSION CONTROL BLANKET | 05950 | 74.000 |
74.000 |
$5.000 |
SQYD | 0.0 |
0310 | TEMP SEEDING AND PROTECTION | 05953 | 580.000 |
0.000 |
$0.250 |
SQYD | 0.0 |
0320 | TOPDRESSING FERTILIZER | 05966 | 1.000 |
1.000 |
$400.000 |
TON | 0.0 |
0330 | SEEDING AND PROTECTION | 05985 | 2,890.000 |
11,560.000 |
$0.500 |
SQYD | 0.1 |
0340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 216.000 |
0.000 |
$1.500 |
LF | 0.0 |
0350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 2,156.000 |
2,156.000 |
$1.000 |
LF | 0.2 |
0360 | CONCRETE-CLASS A | 08100 | 0.930 |
0.930 |
$1,200.000 |
CUYD | 0.1 |
0370 | STEEL REINFORCEMENT | 08150 | 8.000 |
8.000 |
$2.000 |
LB | 0.0 |
0380 | SILT CHECK (MOD) TYPE II | 20073ES213 | 2.000 |
2.000 |
$500.000 |
EACH | 0.1 |
0390 | CLEAN SILT CHECK (MOD) TYPE II | 20074ES213 | 4.000 |
4.000 |
$1.000 |
EACH | 0.0 |
8001 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 0.000 |
160.000 |
$46.880 |
LF | 0.0 |
8004 | EW~ Storm Sewer Pipe-18 Inch | 10090NX | 0.000 |
1.000 |
$23,000.000 |
LS | 0.0 |
8005 | R/W MARKER RURAL TYPE 1 | 02434 | 0.000 |
5.000 |
$100.000 |
EACH | 0.0 |
8006 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 0.000 |
6.000 |
$100.000 |
EACH | 0.0 |
Category Total $223,692.25 |
SM- Project | D098255204121 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0400 | STRUCTURE GRANULAR BACKFILL | 02231 | 171.000 |
169.000 |
$60.000 |
CUYD | 0.8 |
0410 | FABRIC-GEOTEXTILE TYPE I | 02596 | 850.000 |
850.000 |
$2.000 |
SQYD | 0.1 |
0420 | MASONRY COATING | 02998 | 597.000 |
597.000 |
$10.000 |
SQYD | 0.5 |
0430 | ARMORED EDGE FOR CONCRETE | 03299 | 143.000 |
143.000 |
$43.000 |
LF | 0.5 |
0440 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 23.000 |
23.000 |
$120.000 |
CUYD | 0.2 |
0450 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$90,000.000 |
LS | 7.2 |
0460 | CYCLOPEAN STONE RIP RAP | 08019 | 850.000 |
850.000 |
$23.000 |
TON | 1.6 |
0470 | TEST PILES | 08033 | 86.000 |
86.000 |
$44.000 |
LF | 0.3 |
0480 | PRE-DRILLING FOR PILES | 08039 | 280.000 |
495.000 |
$195.000 |
LF | 4.4 |
0490 | PILES-STEEL HP14X73 | 08050 | 952.000 |
952.000 |
$44.000 |
LF | 3.3 |
0500 | PILE POINTS-14 INCH | 08095 | 25.000 |
25.000 |
$100.000 |
EACH | 0.2 |
0510 | CONCRETE-CLASS A | 08100 | 288.000 |
252.000 |
$200.000 |
CUYD | 4.6 |
0520 | CONCRETE-CLASS AA | 08104 | 428.000 |
464.000 |
$588.000 |
CUYD | 20.1 |
0530 | STEEL REINFORCEMENT | 08150 | 35,074.000 |
35,074.000 |
$0.820 |
LB | 2.3 |
0540 | STEEL REINF-EPOXY COATED | 08151 | 127,322.000 |
128,734.000 |
$1.000 |
LB | 10.2 |
0550 | STRUCTURAL STEEL 1240 LBS. | 08160 | 1.000 |
1.000 |
$4,300.000 |
LS | 0.3 |
0560 | PRECAST PC I BEAM TYPE 5 | 08636 | 1,084.000 |
1,084.000 |
$279.000 |
LF | 24.1 |
8000 | MASS CONCRETE | 10040ES | 0.000 |
40.000 |
$177.440 |
CUYD | 0.0 |
8002 | EW~ REMOVE EXISTING ABUTMENT | 10090NX | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
8003 | EW~ Adjust Stay-in-Place Forms | 10090NX | 0.000 |
1.000 |
$5,076.000 |
LS | 0.0 |
Category Total $1,011,243.68 |
SM- Project | D098255204121 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0570 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$18,630.150 |
LS | 1.5 |
Category Total $18,630.15 |