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Item List 234401 |
Date:09/15/2023 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 234401 | Primary Project Number | 1003300822101 |
| Contract Description | SPOUT SPRINGS ROAD (KY 82) | ||
| Primary County | ESTILL | Fed/St Number | HSIP 5261(001) |
| Vendor ID | 03645 | Vendor Name | HINKLE CONSTRUCTION SERVICES LLC |
| Bid Amount | $ 4,369,380.47 | ||
| SM- Project | 1003300822101 |
| Fed/State Number | HSIP 5261(001) |
| Project Description | SPOUT SPRINGS ROAD (KY 82) |
| *********** |
| SM- Project | 1003300822101 | 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 | 580.000 |
580.000 |
$33.000 |
TON | 0.4 |
| 0010 | CRUSHED STONE BASE | 00003 | 2,943.000 |
2,943.000 |
$33.000 |
TON | 2.2 |
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 12,509.000 |
12,509.000 |
$34.000 |
TON | 9.7 |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | 11.000 |
11.000 |
$390.000 |
TON | 0.1 |
| 0025 | ASPHALT SEAL COAT | 00103 | 1.000 |
1.000 |
$1,500.000 |
TON | 0.0 |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,791.000 |
3,791.000 |
$99.750 |
TON | 8.7 |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 795.000 |
795.000 |
$136.750 |
TON | 2.5 |
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | 4.000 |
4.000 |
$10.000 |
TON | 0.0 |
| 8001 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 0.000 |
0.000 |
$10.000 |
TON | 0.0 |
Category Total $1,034,263.50 |
| SM- Project | 1003300822101 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0045 | BARRICADE-TYPE III | 02014 | 15.000 |
15.000 |
$201.000 |
EACH | 0.1 |
| 0050 | REMOVE PAVEMENT | 02091 | 1,561.000 |
1,561.000 |
$6.200 |
SQYD | 0.2 |
| 0055 | TEMP DITCH | 02159 | 1,260.000 |
1,260.000 |
$2.000 |
LF | 0.1 |
| 0060 | CLEAN TEMP DITCH | 02160 | 1,260.000 |
1,260.000 |
$0.010 |
LF | 0.0 |
| 0065 | ROADWAY EXCAVATION | 02200 | 34,421.000 |
34,421.000 |
$26.450 |
CUYD | 20.8 |
| 0070 | GRANULAR EMBANKMENT | 02223 | 746.000 |
746.000 |
$77.000 |
CUYD | 1.3 |
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 27.000 |
27.000 |
$155.000 |
EACH | 0.1 |
| 0080 | WITNESS POST | 02432 | 27.000 |
27.000 |
$146.000 |
EACH | 0.1 |
| 0085 | CLEARING AND GRUBBING 5.02 Acres (ESTILL KY 82 HSIP) | 02545 | 1.000 |
1.000 |
$170,000.000 |
LS | 3.9 |
| 0090 | TEMPORARY SIGNS | 02562 | 200.000 |
200.000 |
$16.960 |
SQFT | 0.1 |
| 0095 | EDGE KEY | 02585 | 50.000 |
50.000 |
$48.000 |
LF | 0.1 |
| 0100 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 29,444.000 |
29,444.000 |
$2.300 |
SQYD | 1.5 |
| 0105 | MAINTAIN & CONTROL TRAFFIC (ESTILL KY 82) | 02650 | 1.000 |
1.000 |
$27,000.000 |
LS | 0.6 |
| 0110 | SHOULDER RUMBLE STRIPS | 02696 | 5,000.000 |
5,000.000 |
$1.450 |
LF | 0.2 |
| 0115 | TEMP SILT FENCE | 02701 | 1,250.000 |
1,250.000 |
$6.000 |
LF | 0.2 |
| 0120 | SILT TRAP TYPE A | 02703 | 2.000 |
2.000 |
$160.000 |
EACH | 0.0 |
| 0125 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$473.000 |
EACH | 0.1 |
| 0130 | SILT TRAP TYPE C | 02705 | 7.000 |
7.000 |
$490.000 |
EACH | 0.1 |
| 0135 | CLEAN SILT TRAP TYPE A | 02706 | 2.000 |
2.000 |
$40.000 |
EACH | 0.0 |
| 0140 | CLEAN SILT TRAP TYPE B | 02707 | 7.000 |
7.000 |
$40.000 |
EACH | 0.0 |
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | 7.000 |
7.000 |
$40.000 |
EACH | 0.0 |
| 0150 | STAKING (ESTILL KY 82) | 02726 | 1.000 |
1.000 |
$37,650.000 |
LS | 0.9 |
| 0155 | REMOVE STRUCTURE 54+05 (MP 1.023) | 02731 | 1.000 |
1.000 |
$8,770.000 |
LS | 0.2 |
| 0160 | REMOVE STRUCTURE 66+32 (MP 1.256) | 02731 | 1.000 |
1.000 |
$8,770.000 |
LS | 0.2 |
| 0165 | EROSION CONTROL BLANKET | 05950 | 5,270.000 |
5,270.000 |
$1.900 |
SQYD | 0.2 |
| 0170 | TEMP MULCH | 05952 | 22,885.000 |
22,885.000 |
$0.300 |
SQYD | 0.2 |
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | 17,155.000 |
17,155.000 |
$0.310 |
SQYD | 0.1 |
| 0180 | INITIAL FERTILIZER | 05963 | 2.000 |
2.000 |
$1,200.000 |
TON | 0.1 |
| 0185 | MAINTENANCE FERTILIZER | 05964 | 1.000 |
1.000 |
$1,200.000 |
TON | 0.0 |
| 0190 | SEEDING AND PROTECTION | 05985 | 25,839.000 |
25,839.000 |
$0.480 |
SQYD | 0.3 |
| 0195 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 480.000 |
480.000 |
$30.000 |
SQFT | 0.3 |
| 0200 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 56.000 |
56.000 |
$32.000 |
SQFT | 0.0 |
| 0205 | STEEL POST TYPE 1 | 06410 | 833.000 |
833.000 |
$28.500 |
LF | 0.5 |
| 0210 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 10,200.000 |
10,200.000 |
$0.300 |
LF | 0.1 |
| 0215 | PAVE STRIPING-THERMO-6 IN W | 06542 | 5,100.000 |
5,100.000 |
$1.450 |
LF | 0.2 |
| 0220 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 5,100.000 |
5,100.000 |
$1.450 |
LF | 0.2 |
| 0225 | FUEL ADJUSTMENT | 10020NS | 11,441.000 |
11,441.000 |
$1.000 |
DOLL | 0.3 |
| 0230 | ASPHALT ADJUSTMENT | 10030NS | 17,433.000 |
17,433.000 |
$1.000 |
DOLL | 0.4 |
| 0235 | OBJECT MARKER TY 3 | 20191ED | 16.000 |
16.000 |
$150.000 |
EACH | 0.1 |
| 0240 | CLAY SOIL CAP | 20315ED | 7,105.000 |
7,105.000 |
$60.800 |
CUYD | 9.9 |
| 0245 | REMOVE SIGN | 21373ND | 49.000 |
49.000 |
$120.000 |
EACH | 0.1 |
| 0250 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 1,668.000 |
1,668.000 |
$5.000 |
SQYD | 0.2 |
| 0255 | BARCODE SIGN INVENTORY | 24631EC | 142.000 |
142.000 |
$40.000 |
EACH | 0.1 |
Category Total $1,918,524.22 |
| SM- Project | 1003300822101 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0260 | ENTRANCE PIPE-15 IN | 00440 | 440.000 |
440.000 |
$81.000 |
LF | 0.8 |
| 0265 | CULVERT PIPE-15 IN | 00461 | 30.000 |
30.000 |
$185.000 |
LF | 0.1 |
| 0270 | CULVERT PIPE-54 IN | 00471 | 128.000 |
128.000 |
$369.000 |
LF | 1.1 |
| 0275 | PERFORATED PIPE-4 IN | 01000 | 309.000 |
309.000 |
$23.500 |
LF | 0.2 |
| 0280 | NON-PERFORATED PIPE-4 IN | 01010 | 56.000 |
56.000 |
$18.000 |
LF | 0.0 |
| 0285 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 7.000 |
7.000 |
$1,122.000 |
EACH | 0.2 |
| 0290 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 2.000 |
2.000 |
$3,020.000 |
EACH | 0.1 |
| 0295 | CHANNEL LINING CLASS III | 02484 | 638.000 |
638.000 |
$45.000 |
TON | 0.7 |
| 0300 | FOUNDATION PREPARATION 54+05 (MP 1.023) | 08003 | 1.000 |
1.000 |
$60,210.000 |
LS | 1.4 |
| 0305 | CONCRETE-CLASS A | 08100 | 263.600 |
263.600 |
$905.000 |
CUYD | 5.5 |
| 0310 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 38,815.000 |
38,815.000 |
$2.200 |
LB | 2.0 |
| 0315 | PIPE CULVERT HEADWALL-54 IN | 24026EC | 2.000 |
2.000 |
$3,375.000 |
EACH | 0.2 |
Category Total $530,206.50 |
| SM- Project | 1003300822101 | CATEGORY NUMBER | 0004 | CATEGORY Description | GUARDRAIL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0320 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 153.000 |
153.000 |
$12.000 |
EACH | 0.0 |
| 0325 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 7,145.250 |
7,145.250 |
$29.000 |
LF | 4.7 |
| 0330 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 27.000 |
27.000 |
$100.000 |
EACH | 0.1 |
| 0335 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$3,000.000 |
EACH | 0.4 |
| 0340 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 16.000 |
16.000 |
$3,600.000 |
EACH | 1.3 |
| 0345 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0350 | REMOVE GUARDRAIL | 02381 | 5,288.000 |
5,288.000 |
$3.500 |
LF | 0.4 |
Category Total $307,656.25 |
| SM- Project | 1003300822101 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0355 | W DIRECTIONAL BORE 2 INCH | 14004 | 105.000 |
105.000 |
$150.000 |
LF | 0.4 |
| 0360 | W DIRECTIONAL BORE 8 INCH | 14004 | 603.000 |
603.000 |
$270.000 |
LF | 3.7 |
| 0365 | W ENCASEMENT STEEL BORED RANGE 1 | 14006 | 70.000 |
70.000 |
$350.000 |
LF | 0.6 |
| 0370 | W LINE MARKER | 14144 | 15.000 |
15.000 |
$100.000 |
EACH | 0.0 |
| 0375 | W METER REMOVE | 14156 | 10.000 |
10.000 |
$300.000 |
EACH | 0.1 |
| 0380 | W AIR RELEASE VALVE 1 INCH INST | 14500 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0385 | W CAP EXISTING MAIN INST | 14503 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.1 |
| 0390 | W ENCASEMENT STEEL OPEN CUT RANGE 1 INST | 14504 | 230.000 |
230.000 |
$350.000 |
LF | 1.8 |
| 0395 | W FLUSH HYDRANT ASSEMBLY INST | 14511 | 2.000 |
2.000 |
$9,000.000 |
EACH | 0.4 |
| 0400 | W PIPE PVC 03 INCH INST | 14544 | 43.000 |
43.000 |
$40.000 |
LF | 0.0 |
| 0405 | W PIPE PVC 06 INCH INST | 14546 | 2,190.000 |
2,190.000 |
$45.000 |
LF | 2.3 |
| 0410 | W PIPE POLYETHYLENE/PLASTIC 08 INCH INST | 14557 | 603.000 |
603.000 |
$50.000 |
LF | 0.7 |
| 0415 | W SERV PE/PLST LONG SIDE 2 IN INST | 14565 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.2 |
| 0420 | W SERV PE/PLST LONG SIDE 3/4 IN INST | 14566 | 4.000 |
4.000 |
$4,500.000 |
EACH | 0.4 |
| 0425 | W SERV PE/PLST SHORT SIDE 2 IN INST | 14570 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.1 |
| 0430 | W SERV PE/PLST SHORT SIDE 3/4 IN INST | 14571 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0435 | W SERVICE SPECIAL INST | 14572 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0440 | W TIE-IN 03 INCH INST | 14576 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.1 |
| 0445 | W TIE-IN 06 INCH INST | 14578 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.1 |
| 0450 | W VALVE 02 INCH INST | 14586 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0455 | W VALVE 06 INCH INST | 14589 | 6.000 |
6.000 |
$2,300.000 |
EACH | 0.3 |
| 0460 | W METER WITH PRV 3/4 INCH INST | 14612 | 10.000 |
10.000 |
$1,500.000 |
EACH | 0.3 |
Category Total $514,580.00 |
| SM- Project | 1003300822101 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0465 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$64,150.000 |
LS | 1.5 |
Category Total $64,150.00 |