Item List 164207 |
Date:07/12/2019 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 164207 | Primary Project Number | 0404716001601 |
Contract Description | RINEYVILLE ROAD (KY 1600) | ||
Primary County | HARDIN | Fed/St Number | HSIP 9010 (257) |
Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
Bid Amount | $ 1,368,819.54 |
SM- Project | 0404716001601 |
Fed/State Number | HSIP 9010 (257) |
Project Description | RINEYVILLE ROAD (KY 1600) |
*********** |
SM- Project | 0404716001601 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0005 | DGA BASE | 00001 | 369.000 |
369.000 |
$34.250 |
TON | 0.9 |
0010 | CRUSHED STONE BASE | 00003 | 124.000 |
124.000 |
$38.800 |
TON | 0.4 |
0015 | TRAFFIC BOUND BASE | 00020 | 362.000 |
362.000 |
$38.790 |
TON | 1.0 |
0020 | ASPHALT SEAL AGGREGATE | 00100 | 38.800 |
38.800 |
$170.000 |
TON | 0.5 |
0025 | ASPHALT SEAL COAT | 00103 | 4.700 |
4.700 |
$825.000 |
TON | 0.3 |
0030 | LEVELING & WEDGING PG64-22 | 00190 | 280.000 |
825.000 |
$75.000 |
TON | 1.5 |
0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,287.000 |
1,287.000 |
$65.800 |
TON | 6.2 |
0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 4,747.000 |
4,747.000 |
$53.350 |
TON | 18.5 |
0045 | MOBILIZATION FOR MILL & TEXT (HARDIN CO. CID 164207) | 02676 | 1.000 |
1.000 |
$1,950.000 |
LS | 0.1 |
0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 169.000 |
169.000 |
$67.000 |
TON | 0.8 |
Category Total $414,174.98 |
SM- Project | 0404716001601 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0055 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$200.000 |
EACH | 0.1 |
0060 | EMBANKMENT IN PLACE | 02230 | 143.000 |
143.000 |
$32.030 |
CUYD | 0.3 |
0065 | REMOVE TREES OR STUMPS (REMOVE BUSH AT RT. STA. 312+60) | 02460 | 1.000 |
1.000 |
$2,670.000 |
EACH | 0.2 |
0070 | REMOVE TREES OR STUMPS (REMOVE TREE AT RT. STA. 245+50) | 02460 | 1.000 |
1.000 |
$2,670.000 |
EACH | 0.2 |
0075 | TEMPORARY SIGNS (ADDED: 11-10-16) | 02562 | 510.000 |
510.000 |
$4.500 |
SQFT | 0.2 |
0080 | DITCHING AND SHOULDERING | 02575 | 23,584.000 |
24,184.000 |
$7.550 |
LF | 13.0 |
0085 | EDGE KEY | 02585 | 94.000 |
94.000 |
$40.000 |
LF | 0.3 |
0090 | MAINTAIN & CONTROL TRAFFIC (HARDIN CO. CID 164207) | 02650 | 1.000 |
1.000 |
$79,105.720 |
LS | 5.8 |
0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$2,650.000 |
EACH | 0.4 |
0100 | STAKING (HARDIN CO. CID 164207) | 02726 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.8 |
0105 | TRIM & REMOVE TREES & BRUSH | 03269 | 1,400.000 |
1,400.000 |
$3.210 |
LF | 0.3 |
0110 | EROSION CONTROL BLANKET (ADDED: 11-7-16) | 05950 | 5,000.000 |
5,000.000 |
$0.980 |
SQYD | 0.4 |
0115 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 50.000 |
50.000 |
$16.000 |
SQFT | 0.1 |
0120 | STEEL POST TYPE 1 | 06410 | 80.000 |
80.000 |
$10.500 |
LF | 0.1 |
0125 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 13,110.000 |
13,110.000 |
$0.150 |
LF | 0.1 |
0130 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 95,837.000 |
95,837.000 |
$0.150 |
LF | 1.1 |
0135 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 49.000 |
49.000 |
$10.000 |
LF | 0.0 |
0140 | PAVE MARKING-THERMO CURV ARROW | 06574 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
0145 | FUEL ADJUSTMENT | 10020NS | 9,364.000 |
9,364.000 |
$1.000 |
DOLL | 0.7 |
0150 | ASPHALT ADJUSTMENT | 10030NS | 23,520.000 |
23,520.000 |
$1.000 |
DOLL | 1.7 |
0155 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | 5.000 |
5.000 |
$110.000 |
EACH | 0.0 |
0160 | KPDES PERMIT AND TEMP EROSION CONTROL (HARDIN CO. CID 164207) | 23143ED | 1.000 |
1.000 |
$41,892.930 |
LS | 3.1 |
0165 | RUMBLE STRIPE-SAW CUT | 23595EC | 55,039.000 |
55,039.000 |
$0.190 |
LF | 0.8 |
0170 | BARCODE SIGN INVENTORY | 24631EC | 8.000 |
8.000 |
$7.500 |
EACH | 0.0 |
8004 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$2,700.800 |
LS | 0.0 |
8005 | COST PLUS WORK CONCRETE ENTRANCE PAVEMENT - 8IN | 10080NSD | 0.000 |
10,072.750 |
$1.000 |
DOLL | 0.0 |
Category Total $404,150.60 |
SM- Project | 0404716001601 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0175 | ENTRANCE PIPE-15 IN | 00440 | 956.000 |
996.000 |
$48.160 |
LF | 3.4 |
0180 | ENTRANCE PIPE-18 IN | 00441 | 162.000 |
162.000 |
$55.340 |
LF | 0.7 |
0185 | ENTRANCE PIPE-24 IN | 00443 | 99.000 |
99.000 |
$58.100 |
LF | 0.4 |
0190 | ENTRANCE PIPE-30 IN | 00445 | 68.000 |
68.000 |
$72.400 |
LF | 0.4 |
0195 | CULVERT PIPE-15 IN | 00461 | 45.000 |
45.000 |
$48.060 |
LF | 0.2 |
0200 | CULVERT PIPE-18 IN | 00462 | 465.000 |
465.000 |
$136.990 |
LF | 4.7 |
0205 | CULVERT PIPE-24 IN | 00464 | 182.000 |
182.000 |
$195.550 |
LF | 2.6 |
0210 | CULVERT PIPE-30 IN | 00466 | 60.000 |
60.000 |
$219.100 |
LF | 1.0 |
0215 | CULVERT PIPE-36 IN | 00468 | 56.000 |
56.000 |
$248.480 |
LF | 1.0 |
0220 | CULVERT PIPE-42 IN | 00469 | 46.000 |
46.000 |
$215.570 |
LF | 0.7 |
0225 | REMOVE PIPE | 01310 | 2,001.000 |
2,001.000 |
$32.040 |
LF | 4.7 |
0230 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.2 |
0235 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.6 |
0240 | REMOVE DROP BOX INLET | 01585 | 1.000 |
1.000 |
$213.600 |
EACH | 0.0 |
0245 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.3 |
0250 | CHANNEL LINING CLASS II | 02483 | 882.000 |
882.000 |
$38.450 |
TON | 2.5 |
0255 | REMOVE HEADWALL | 02625 | 22.000 |
22.000 |
$213.600 |
EACH | 0.3 |
0260 | FOUNDATION PREPARATION (FOR RCBC AT STA. 236+73) | 08003 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.1 |
0265 | FOUNDATION PREPARATION (FOR RCBC AT STA. 305+71) | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.4 |
0270 | FOUNDATION PREPARATION (FOR RCBC AT STA. 327+53) | 08003 | 1.000 |
1.000 |
$6,500.000 |
LS | 0.5 |
0275 | CONCRETE-CLASS A | 08100 | 47.300 |
47.300 |
$1,295.000 |
CUYD | 4.5 |
0280 | STEEL REINFORCEMENT | 08150 | 4,987.000 |
4,987.000 |
$2.500 |
LB | 0.9 |
0285 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 18 INC | 24575ES610 | 30.000 |
30.000 |
$1,400.000 |
EACH | 3.1 |
0290 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 24 INC | 24575ES610 | 11.000 |
11.000 |
$1,800.000 |
EACH | 1.4 |
0295 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 30 INC | 24575ES610 | 8.000 |
10.000 |
$2,000.000 |
EACH | 1.2 |
0300 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 36 INC | 24575ES610 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.5 |
0305 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 42 INC | 24575ES610 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.6 |
8003 | CULVERT PIPE-30 IN EQUIV | 00494 | 0.000 |
55.000 |
$219.100 |
LF | 0.0 |
8006 | COST PLUS WORK HEADWALL (SLOPED & MITERED CONCRETE) | 10080NSD | 0.000 |
19,069.180 |
$1.000 |
DOLL | 0.0 |
Category Total $501,470.13 |
SM- Project | 0404716001601 | CATEGORY NUMBER | 0004 | CATEGORY Description | GUARDRAIL |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0310 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 24.000 |
24.000 |
$6.250 |
EACH | 0.0 |
0315 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$40.000 |
EACH | 0.0 |
0320 | REMOVE GUARDRAIL | 02381 | 1,571.000 |
1,571.000 |
$1.280 |
LF | 0.1 |
0325 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.1 |
0330 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 1,575.000 |
1,575.000 |
$16.000 |
LF | 1.8 |
8001 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 0.000 |
100.000 |
$37.275 |
LF | 0.0 |
8002 | GUARDRAIL-BRIDGE CASE I | 08805 | 0.000 |
37.500 |
$76.125 |
LF | 0.0 |
Category Total $29,280.88 |
SM- Project | 0404716001601 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0335 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$19,742.950 |
LS | 1.4 |
Category Total $19,742.95 |