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Item List 051118 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051118 | Primary Project Number | DE02100420518 |
| Contract Description | CARROLLTON-MARKLAND DAM ROAD (US 42) JL01 | ||
| Primary County | CARROLL | Fed/St Number | FD04 021 0042 009-011 |
| Vendor ID | 00137 | Vendor Name | HINKLE CONTRACTING CORPORATION |
| Bid Amount | $ 5,518,274.63 | ||
| SM- Project | DE02100420518 |
| Fed/State Number | FD04 021 0042 009-011 |
| Project Description | CARROLLTON-MARKLAND DAM ROAD (US 42) |
| *********** |
| SM- Project | DE02100420518 | 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 26.7 ACRES | 02545 | 1.000 |
1.000 |
$100,600.000 |
LS | 1.8 |
| 0020 | EMBANKMENT IN PLACE | 02230 | 82,315.000 |
82,515.000 |
$16.970 |
CUYD | 25.3 |
| 0030 | WATER | 02242 | 2,020.000 |
2,020.000 |
$1.500 |
MGAL | 0.1 |
| 0040 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 13,032.000 |
21,187.000 |
$1.700 |
SQYD | 0.4 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 5,500.000 |
5,500.000 |
$16.850 |
TON | 1.7 |
| 0060 | PERFORATED PIPE-4 INCH | 01000 | 140.000 |
1,140.000 |
$16.500 |
LF | 0.0 |
| 0070 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$410.000 |
EACH | 0.0 |
| 0080 | REMOVE PAVEMENT | 02091 | 68.000 |
68.000 |
$4.250 |
SQYD | 0.0 |
| 0090 | STANDARD CURB AND GUTTER | 01810 | 711.000 |
711.000 |
$16.200 |
LF | 0.2 |
| 0100 | SEEDING AND PROTECTION | 05985 | 89,344.000 |
89,344.000 |
$0.300 |
SQYD | 0.5 |
| 0110 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$490.000 |
EACH | 0.0 |
| 0120 | TEMPORARY SILT FENCE | 02701 | 1,195.000 |
1,195.000 |
$3.700 |
LF | 0.1 |
| 0130 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,195.000 |
1,195.000 |
$0.650 |
LF | 0.0 |
| 0135 | TEMPORARY DITCH | 02159 | 7,210.000 |
7,210.000 |
$1.900 |
LF | 0.2 |
| 0136 | TEMPORARY MULCH | 05952 | 129,228.000 |
129,228.000 |
$0.120 |
SQYD | 0.3 |
| 0140 | SILT TRAP TYPE A NO. 2 | 02703 | 2.000 |
2.000 |
$1,390.000 |
EACH | 0.1 |
| 0150 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | 2.000 |
2.000 |
$120.000 |
EACH | 0.0 |
| 0160 | SILT TRAP TYPE B | 02704 | 37.000 |
37.000 |
$310.000 |
EACH | 0.2 |
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | 37.000 |
37.000 |
$60.000 |
EACH | 0.0 |
| 0180 | SODDING | 05990 | 2,750.000 |
2,750.000 |
$4.100 |
SQYD | 0.2 |
| 0190 | EROSION CONTROL BLANKET | 05950 | 517.000 |
517.000 |
$1.540 |
SQYD | 0.0 |
| 0200 | CHANNEL LINING CLASS II | 02483 | 111.000 |
111.000 |
$29.200 |
TON | 0.1 |
| 0210 | CHANNEL LINING CLASS III | 02484 | 352.000 |
352.000 |
$29.100 |
TON | 0.2 |
| 0220 | R/W MARKER RURAL TYPE 1 | 02434 | 28.000 |
28.000 |
$74.100 |
EACH | 0.0 |
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,942.000 |
2,942.000 |
$14.600 |
LF | 0.8 |
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$42.200 |
EACH | 0.0 |
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,090.000 |
EACH | 0.2 |
| 0260 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$560.000 |
EACH | 0.0 |
| 0280 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,820.000 |
EACH | 0.1 |
| 0290 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$22.300 |
LF | 0.0 |
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$73,745.000 |
LS | 1.3 |
| 0310 | SIGNS | 02562 | 1,000.000 |
1,000.000 |
$5.300 |
SQFT | 0.1 |
| 0320 | BARRICADE-TYPE III | 02014 | 6.000 |
6.000 |
$220.000 |
EACH | 0.0 |
| 0330 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$12,610.000 |
LS | 0.2 |
| 0340 | EDGE KEY | 02585 | 35.000 |
35.000 |
$36.000 |
LF | 0.0 |
| 0350 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
2.000 |
$6,520.000 |
EACH | 0.2 |
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 28,900.000 |
28,900.000 |
$0.220 |
LF | 0.1 |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 32,595.000 |
32,895.000 |
$0.220 |
LF | 0.1 |
| 0380 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 500.000 |
500.000 |
$2.150 |
LF | 0.0 |
| 0390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 500.000 |
500.000 |
$2.150 |
LF | 0.0 |
| 0400 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 20.000 |
20.000 |
$115.000 |
EACH | 0.0 |
| 0410 | PAVEMENT MARKER TYPE V-BY | 06591 | 112.000 |
112.000 |
$41.250 |
EACH | 0.1 |
| 0420 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$380.000 |
EACH | 0.0 |
| 0430 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.9 |
| 0440 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$101,520.000 |
LS | 1.8 |
| 0450 | CULVERT PIPE-24 INCH | 00464 | 468.000 |
468.000 |
$53.000 |
LF | 0.4 |
| 0460 | CULVERT PIPE-30 INCH | 00466 | 98.000 |
98.000 |
$80.300 |
LF | 0.1 |
| 0470 | STORM SEWER PIPE-18 INCH | 00522 | 426.000 |
426.000 |
$46.600 |
LF | 0.4 |
| 0480 | STORM SEWER PIPE-24 INCH | 00524 | 462.000 |
462.000 |
$47.400 |
LF | 0.4 |
| 0490 | METAL END SECTION TY 1-24 INCH | 01373 | 1.000 |
1.000 |
$1,450.000 |
EACH | 0.0 |
| 0500 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 9.000 |
9.000 |
$2,360.000 |
EACH | 0.4 |
| 0510 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$2,920.000 |
EACH | 0.1 |
| 0520 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,320.000 |
EACH | 0.0 |
| 0530 | CURB BOX INLET TYPE A | 01456 | 4.000 |
4.000 |
$4,130.000 |
EACH | 0.3 |
| 0540 | CONCRETE-CLASS A | 08100 | 1.680 |
1.680 |
$760.000 |
CUYD | 0.0 |
| 0550 | STEEL REINFORCEMENT | 08150 | 140.500 |
140.500 |
$1.200 |
LB | 0.0 |
| 0560 | ENTRANCE PIPE-15 INCH | 00440 | 100.000 |
100.000 |
$32.100 |
LF | 0.1 |
| 0570 | DGA BASE | 00001 | 1,138.000 |
1,138.000 |
$19.700 |
TON | 0.4 |
| 0580 | CRUSHED STONE BASE | 00003 | 17,245.000 |
17,286.000 |
$14.850 |
TON | 4.6 |
| 0590 | ASPHALT SEAL AGGREGATE | 00100 | 140.000 |
140.000 |
$44.900 |
TON | 0.1 |
| 0600 | EMULSIFIED ASPHALT RS-2 | 00291 | 17.000 |
17.000 |
$395.000 |
TON | 0.1 |
| 0610 | LEVELING & WEDGING PG64-22 | 00190 | 1,247.000 |
1,247.000 |
$43.950 |
TON | 1.0 |
| 0620 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 28,043.000 |
28,178.000 |
$41.600 |
TON | 21.1 |
| 0640 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 820.000 |
820.000 |
$46.000 |
TON | 0.7 |
| 0650 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 3,430.000 |
3,445.000 |
$47.150 |
TON | 2.9 |
| 0660 | PCC BASE-9 INCH | 02064 | 389.000 |
389.000 |
$38.100 |
SQYD | 0.3 |
| 0670 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 22.000 |
22.000 |
$57.300 |
SQYD | 0.0 |
| 8003 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 0.000 |
320.000 |
$71.560 |
LF | 0.0 |
| 8004 | DELINEATOR FOR BARRIER-WHITE | 01984 | 0.000 |
8.000 |
$5.600 |
EACH | 0.0 |
| 8005 | REMOVE GUARDRAIL | 02381 | 0.000 |
1,000.000 |
$1.500 |
LF | 0.0 |
| 8006 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
3,400.000 |
$0.500 |
LF | 0.0 |
| 8007 | CEMENT STABILIZED ROADBED | 00008 | 0.000 |
24,350.330 |
$2.250 |
SQYD | 0.0 |
| 8008 | CEMENT | 02542 | 0.000 |
591.160 |
$120.000 |
TON | 0.0 |
| 8009 | ASPHALT CURING SEAL | 00358 | 0.000 |
22.740 |
$475.000 |
TON | 0.0 |
| 8010 | SAND FOR BLOTTER | 02702 | 0.000 |
61.000 |
$27.000 |
TON | 0.0 |
| 8011 | STAKING | 02726 | 0.000 |
1.000 |
$750.000 |
LS | 0.0 |
| 8012 | FUEL ADJUSTMENT No Federal Participation | 10020NS | 0.000 |
5,532.460 |
$1.000 |
DOLL | 0.0 |
| 8013 | ASPHALT ADJUSTMENT No Federal Participation | 10030NS | 0.000 |
87,074.540 |
$1.000 |
DOLL | 0.0 |
| 8014 | COST PLUS WORK SLOPE PROTECTION | 10080NS | 0.000 |
1.000 |
$141,766.200 |
LS | 0.0 |
Category Total $3,928,869.34 |
| SM- Project | DE02100420518 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0680 | STRUCTURE GRANULAR BACKFILL | 02231 | 100.000 |
0.000 |
$55.800 |
CUYD | 0.1 |
| 0690 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,196.000 |
2,196.000 |
$3.050 |
SQYD | 0.1 |
| 0700 | MASONRY COATING | 02998 | 449.000 |
449.000 |
$12.200 |
SQYD | 0.1 |
| 0710 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$67,370.000 |
LS | 1.2 |
| 0720 | CYCLOPEAN STONE RIP RAP | 08019 | 2,172.000 |
2,172.000 |
$22.300 |
TON | 0.9 |
| 0730 | TEST PILES | 08033 | 240.000 |
240.000 |
$67.000 |
LF | 0.3 |
| 0740 | PILES-STEEL HP12X53 | 08046 | 2,530.000 |
3,620.000 |
$38.600 |
LF | 1.8 |
| 0750 | CONCRETE-CLASS A | 08100 | 206.800 |
206.800 |
$456.900 |
CUYD | 1.7 |
| 0760 | CONCRETE-CLASS AA | 08104 | 418.400 |
418.400 |
$456.900 |
CUYD | 3.5 |
| 0770 | STEEL REINFORCEMENT | 08150 | 29,620.000 |
29,620.000 |
$0.800 |
LB | 0.4 |
| 0780 | STEEL REINF-EPOXY COATED | 08151 | 94,450.000 |
94,450.000 |
$0.930 |
LB | 1.6 |
| 0790 | STRUCTURAL STEEL 2320 LB | 08160 | 1.000 |
1.000 |
$10,150.000 |
LS | 0.2 |
| 0800 | PRECAST PC I BEAM TYPE 3 | 08633 | 1,200.000 |
1,200.000 |
$215.000 |
LF | 4.7 |
| 8001 | FLOWABLE FILL FLOWABLE FILL FOR BRIDGE END | 02220 | 0.000 |
100.000 |
$220.500 |
CUYD | 0.0 |
Category Total $912,637.58 |
| SM- Project | DE02100420518 | CATEGORY NUMBER | 0003 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0810 | PVC PIPE-6 INCH | 03385 | 5,921.330 |
5,921.330 |
$7.900 |
LF | 0.8 |
| 0820 | CONNECT TO 6" | 20559NC | 4.000 |
4.000 |
$760.000 |
EACH | 0.1 |
| 0830 | BEND AND BLOCK 6 IN | 03572 | 11.000 |
11.000 |
$152.000 |
EACH | 0.0 |
| 0840 | REMOVAL AND REINST OF AIR/VACUUM VALVE | 20640ND | 1.000 |
1.000 |
$1,570.000 |
EACH | 0.0 |
| 0850 | REMOVE AND HAUL UNTREATED WASTEWATER | 21126ND | 9,000.000 |
9,000.000 |
$0.810 |
GAL | 0.1 |
Category Total $60,350.50 |
| SM- Project | DE02100420518 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | DUCTILE IRON PIPE-3 INCH | 01090 | 60.000 |
60.000 |
$73.100 |
LF | 0.1 |
| 0870 | DUCTILE IRON PIPE-6 INCH | 01093 | 3,045.000 |
3,445.000 |
$33.500 |
LF | 1.8 |
| 0880 | GATE VALVE-3 INCH | 03523 | 1.000 |
1.000 |
$381.000 |
EACH | 0.0 |
| 0890 | GATE VALVE-6 INCH | 03526 | 7.000 |
7.000 |
$510.000 |
EACH | 0.1 |
| 0900 | TEE AND BLOCK 6"X6"X3" 6"X6"X3" | 20642ND | 1.000 |
1.000 |
$234.000 |
EACH | 0.0 |
| 0910 | ANCHORING TEE AND BLOCK 6"X6"X6" | 20643ND | 1.000 |
1.000 |
$279.000 |
EACH | 0.0 |
| 0920 | TEE AND BLOCK 6"X6"X6" | 20644ND | 1.000 |
1.000 |
$254.000 |
EACH | 0.0 |
| 0930 | BEND AND BLOCK-3" | 20553NC | 2.000 |
2.000 |
$178.000 |
EACH | 0.0 |
| 0940 | BEND AND BLOCK-6" | 20554NC | 8.000 |
8.000 |
$228.000 |
EACH | 0.0 |
| 0950 | CONNECT TO 3" | 20055EDR16 | 1.000 |
1.000 |
$1,220.000 |
EACH | 0.0 |
| 0960 | CONNECT TO 6" | 20559NC | 8.000 |
6.000 |
$1,120.000 |
EACH | 0.2 |
| 0970 | RELOCATE FIRE HYDRANT | 03433 | 1.000 |
1.000 |
$1,120.000 |
EACH | 0.0 |
| 0980 | RELOCATE WATER METER | 03431 | 1.000 |
1.000 |
$431.000 |
EACH | 0.0 |
| 0990 | COPPER PIPE-3/4 INCH | 03360 | 75.000 |
75.000 |
$23.900 |
LF | 0.0 |
| 1000 | COPPER PIPE-1 INCH | 03361 | 20.000 |
20.000 |
$45.700 |
LF | 0.0 |
| 1010 | RECONNECT TO MAIN | 03438 | 6.000 |
6.000 |
$330.000 |
EACH | 0.0 |
| 1020 | RECONNECT SERVICE | 03437 | 6.000 |
6.000 |
$218.000 |
EACH | 0.0 |
| 1030 | PLUG & BLOCK | 20253MC | 1.000 |
1.000 |
$213.000 |
EACH | 0.0 |
| 1040 | ADJUST WATER METER | 03427 | 1.000 |
1.000 |
$305.000 |
EACH | 0.0 |
| 1050 | ADJUST WATER VALVE | 03425 | 1.000 |
1.000 |
$253.800 |
EACH | 0.0 |
| 1060 | ADJUST FIRE HYDRANT | 03426 | 1.000 |
1.000 |
$609.000 |
EACH | 0.0 |
| 1070 | AIR RELEASE VALVE | 03495 | 5.000 |
5.000 |
$960.000 |
EACH | 0.1 |
| 8000 | HORIZONTAL DIRECT DRILL-6" STEEL MAIN HORIZONTAL DIRECTIONAL DRILL - 6 IN WATERLINE | 20649ED | 0.000 |
350.000 |
$71.100 |
LF | 0.0 |
Category Total $137,197.80 |
| SM- Project | DE02100420518 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITIES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1075 | STEEL GAS MAIN-6" | 20658ED | 3,120.000 |
3,320.000 |
$40.600 |
LF | 2.3 |
| 1080 | GAS LINE-2 INCH | 03400 | 614.000 |
614.000 |
$9.100 |
LF | 0.1 |
| 1090 | STEEL SERVICE LINE-3/4" | 20645ND | 45.000 |
45.000 |
$66.000 |
LF | 0.1 |
| 1100 | STEEL SERVICE LINE-2" | 20646ND | 80.000 |
80.000 |
$35.500 |
LF | 0.1 |
| 1110 | POLYETHYLENE SERVICE LINE-3/4" | 20647ED | 10.000 |
10.000 |
$122.000 |
LF | 0.0 |
| 1120 | HORIZONTAL DIRECT DRILL-6" STEEL MAIN | 20649ED | 230.000 |
350.000 |
$71.100 |
LF | 0.3 |
| 1130 | ROAD BORE-3/4 IN POLY SERVICE LINE | 20648ED | 80.000 |
80.000 |
$30.500 |
LF | 0.0 |
| 1140 | ROAD BORE-2" POLYETHYLENE MAIN | 20650ED | 105.000 |
105.000 |
$25.400 |
LF | 0.0 |
| 1150 | TIE-IN 2" TO EXIST POLYETHYLENE MAIN | 20651ND | 1.000 |
1.000 |
$1,680.000 |
EACH | 0.0 |
| 1160 | TIE-IN 6" TO EXIST STEEL MAIN | 20652ND | 2.000 |
2.000 |
$5,890.000 |
EACH | 0.2 |
| 1170 | BLOCK VALVE SETTING MAIN LINE-6" | 20653ND | 1.000 |
1.000 |
$14,700.000 |
EACH | 0.3 |
| 1190 | PRESSURE TEST OF POLYETHYLENE PIPING | 20654ND | 1.000 |
1.000 |
$510.000 |
EACH | 0.0 |
| 1200 | PRESSURE TEST OF 6" STEEL PIPING | 20655ND | 1.000 |
1.000 |
$1,520.000 |
EACH | 0.0 |
| 1210 | CAP,PURGE & ABANDON 2" POLY MAIN SEGMENT | 20656ND | 1.000 |
1.000 |
$510.000 |
EACH | 0.0 |
| 1220 | CAP,PURGE & ABANDON 6" STEEL MAIN | 20657ND | 1.000 |
1.000 |
$1,020.000 |
EACH | 0.0 |
| 8002 | STEEL GAS MAIN VALVE-6 IN | 21497ND | 0.000 |
2.000 |
$4,800.000 |
EACH | 0.0 |
Category Total $192,469.40 |
| SM- Project | DE02100420518 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1230 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$208,250.000 |
LS | 3.8 |
| 1240 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$78,500.000 |
LS | 1.4 |
Category Total $286,750.00 |