Item List 041004 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 041004 | Primary Project Number | D034197004004 |
Contract Description | BRYAN STATION ROAD (KY1970) | ||
Primary County | FAYETTE | Fed/St Number | BRZ 0703(260) |
Vendor ID | 02563 | Vendor Name | FORD CONTRACTING INC |
Bid Amount | $ 497,040.05 |
SM- Project | D034197004004 |
Fed/State Number | BRZ 0703(260) |
Project Description | BRYAN STATION ROAD (KY1970) |
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SM- Project | D034197004004 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | CLEARING AND GRUBBING 3.44 ACRES | 02545 | 1.000 |
1.000 |
$6,500.000 |
LS | 1.3 |
0020 | ROADWAY EXCAVATION INCLUDES 75 CY FOR EMBANKMENT BENCH | 02200 | 4,190.000 |
5,966.900 |
$8.000 |
CUYD | 6.7 |
0030 | SEEDING AND PROTECTION | 05985 | 11,529.000 |
11,529.000 |
$0.300 |
SQYD | 0.7 |
0040 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$2,350.000 |
LS | 0.5 |
0050 | STAKING | 02726 | 1.000 |
1.000 |
$5,000.000 |
LS | 1.0 |
0060 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 2,500.000 |
2,500.000 |
$0.350 |
LF | 0.2 |
0070 | SIGNS | 02562 | 172.000 |
330.630 |
$6.500 |
SQFT | 0.2 |
0080 | SILT CHECK TYPE II | 02705 | 12.000 |
12.000 |
$155.000 |
EACH | 0.4 |
0090 | CLEAN SILT CHECK | 02708 | 36.000 |
36.000 |
$30.000 |
EACH | 0.2 |
0100 | EROSION CONTROL BLANKET | 05950 | 1,589.000 |
3,200.000 |
$1.170 |
SQYD | 0.4 |
0110 | REMOVE STRUCTURE REMOVING ACM FROM EXISTING BRIDGE | 02731 | 1.000 |
1.000 |
$10,000.000 |
LS | 2.0 |
0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 637.500 |
637.500 |
$14.700 |
LF | 1.9 |
0130 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,685.000 |
EACH | 1.4 |
0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$67.000 |
EACH | 0.0 |
0150 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,790.000 |
EACH | 1.1 |
0160 | R/W MARKER RURAL TYPE 1 | 02434 | 17.000 |
17.000 |
$70.000 |
EACH | 0.2 |
0170 | BARRICADE-TYPE III | 02014 | 2.000 |
12.000 |
$95.000 |
EACH | 0.0 |
0180 | TEMP SEEDING AND PROTECTION | 05953 | 1,665.000 |
1,665.000 |
$0.220 |
SQYD | 0.1 |
0190 | SPECIAL SEEDING CROWN VETCH | 05989 | 1,730.000 |
1,730.000 |
$0.300 |
SQYD | 0.1 |
0200 | ENTRANCE PIPE-15 INCH | 00440 | 96.000 |
96.000 |
$21.000 |
LF | 0.4 |
0210 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 251.000 |
251.000 |
$55.000 |
TON | 2.8 |
0220 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 2,026.000 |
2,026.000 |
$50.000 |
TON | 20.4 |
0230 | DGA BASE | 00001 | 941.000 |
941.000 |
$18.590 |
TON | 3.5 |
0240 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | 186.000 |
186.000 |
$50.000 |
SQYD | 1.9 |
0370 | TEMPORARY SILT FENCE | 02701 | 370.000 |
606.000 |
$4.250 |
LF | 0.3 |
0380 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,110.000 |
1,110.000 |
$0.500 |
LF | 0.1 |
8001 | FABRIC-GEOTEXTILE TYPE IV Used to wrap Granular Embankment placed in undercut. | 02599 | 0.000 |
1,260.000 |
$2.000 |
SQYD | 0.0 |
8002 | GRANULAR EMBANKMENT Placed in undercut at Lt. Sta. 18+00 to Lt. Sta. 20+25 | 02223 | 0.000 |
357.330 |
$22.070 |
CUYD | 0.0 |
Category Total $237,476.07 |
SM- Project | D034197004004 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0250 | CONCRETE-CLASS A | 08100 | 365.700 |
382.380 |
$281.000 |
CUYD | 20.7 |
0260 | CONCRETE-CLASS AA | 08104 | 67.700 |
67.700 |
$350.000 |
CUYD | 4.8 |
0270 | STEEL REINFORCEMENT | 08150 | 38,272.000 |
38,272.000 |
$0.660 |
LB | 5.1 |
0280 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 1.0 |
0290 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 216.000 |
246.460 |
$64.000 |
CUYD | 2.8 |
0300 | PRECAST PC BOX BEAM SB21 | 08669 | 204.000 |
204.000 |
$166.860 |
LF | 6.8 |
0310 | MASONRY COATING | 02998 | 461.000 |
461.000 |
$7.670 |
SQYD | 0.7 |
0320 | ARMORED EDGE FOR CONCRETE | 03299 | 64.000 |
64.000 |
$50.000 |
LF | 0.6 |
0350 | STEEL REINF-EPOXY COATED | 08151 | 11,842.000 |
11,842.000 |
$0.800 |
LB | 1.9 |
0360 | STONE TEXTURED FINISH | 20067EDS02 | 2,345.000 |
2,345.000 |
$5.000 |
SQFT | 2.4 |
8003 | FABRIC-GEOTEXTILE TYPE IV Used to wrap abutment backfill | 02599 | 0.000 |
400.000 |
$2.000 |
SQYD | 0.0 |
8004 | STRUCTURE GRANULAR BACKFILL Used to backfill both abutments. | 02231 | 0.000 |
687.000 |
$22.070 |
CUYD | 0.0 |
Category Total $232,514.13 |
SM- Project | D034197004004 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0330 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$20,000.000 |
LS | 4.0 |
0340 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$7,049.850 |
LS | 1.4 |
Category Total $27,049.85 |