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Item List 161236 |
Date:10/18/2019 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 161236 | Primary Project Number | DE111158516W1 |
| Contract Description | CALEDONIA ROAD (KY 1585) | ||
| Primary County | TRIGG | Fed/St Number | STP BRZ 0103 (361) |
| Vendor ID | 00380 | Vendor Name | HAROLD COFFEY CONSTRUCTION CO INC WOS COFFEY HOLDING CO INC |
| Bid Amount | $ 1,147,346.59 | ||
| SM- Project | DE111158516W1 |
| Fed/State Number | STP BRZ 0103 (361) |
| Project Description | CALEDONIA ROAD (KY 1585) |
| *********** |
| SM- Project | DE111158516W1 | 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 | 1,544.000 |
1,544.000 |
$26.650 |
TON | 3.6 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 2.000 |
2.000 |
$250.000 |
TON | 0.0 |
| 0015 | ASPHALT SEAL COAT | 00103 | 7.000 |
7.000 |
$2,150.000 |
TON | 1.3 |
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 1,610.000 |
1,610.000 |
$75.000 |
TON | 10.5 |
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 310.000 |
310.000 |
$110.000 |
TON | 3.0 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $211,547.60 |
| SM- Project | DE111158516W1 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0030 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 1,778.000 |
1,778.000 |
$32.000 |
CUYD | 5.0 |
| 0035 | PERFORATED PIPE-4 IN | 01000 | 430.000 |
430.000 |
$5.000 |
LF | 0.2 |
| 0040 | NON-PERFORATED PIPE-4 IN | 01010 | 82.000 |
82.000 |
$5.000 |
LF | 0.0 |
| 0045 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 2.000 |
2.000 |
$950.000 |
EACH | 0.2 |
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$55.000 |
LF | 0.5 |
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 8.000 |
8.000 |
$6.000 |
EACH | 0.0 |
| 0060 | DELINEATOR FOR BARRIER - WHITE | 01984 | 4.000 |
4.000 |
$9.800 |
EACH | 0.0 |
| 0065 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$175.000 |
EACH | 0.1 |
| 0070 | REMOVE PAVEMENT | 02091 | 1,630.000 |
1,630.000 |
$4.900 |
SQYD | 0.7 |
| 0075 | EMBANKMENT IN PLACE | 02230 | 11,204.000 |
11,204.000 |
$10.500 |
CUYD | 10.3 |
| 0080 | WATER (FOR DUST CONTROL) | 02242 | 23.000 |
23.000 |
$1.000 |
MGAL | 0.0 |
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 475.000 |
475.000 |
$15.000 |
LF | 0.6 |
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$50.000 |
EACH | 0.0 |
| 0095 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,720.000 |
EACH | 0.9 |
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.7 |
| 0105 | REMOVE GUARDRAIL | 02381 | 393.000 |
393.000 |
$10.000 |
LF | 0.3 |
| 0110 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 18.000 |
18.000 |
$90.000 |
EACH | 0.1 |
| 0115 | WITNESS POST | 02432 | 3.000 |
3.000 |
$90.000 |
EACH | 0.0 |
| 0120 | CHANNEL LINING CLASS II | 02483 | 636.000 |
636.000 |
$24.000 |
TON | 1.3 |
| 0125 | CHANNEL LINING CLASS III | 02484 | 379.000 |
379.000 |
$24.000 |
TON | 0.8 |
| 0130 | CLEARING AND GRUBBING (APROXIMATELY 4.38 ACRES) | 02545 | 1.000 |
1.000 |
$22,000.000 |
LS | 1.9 |
| 0135 | TEMPORARY SIGNS | 02562 | 89.000 |
89.000 |
$14.000 |
SQFT | 0.1 |
| 0140 | OBJECT MARKER TYPE 2 | 02565 | 4.000 |
4.000 |
$225.000 |
EACH | 0.1 |
| 0145 | EDGE KEY | 02585 | 34.000 |
34.000 |
$45.000 |
LF | 0.1 |
| 0150 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,854.000 |
1,854.000 |
$2.450 |
SQYD | 0.4 |
| 0155 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,467.000 |
5,467.000 |
$2.450 |
SQYD | 1.2 |
| 0160 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$600.000 |
LS | 0.1 |
| 0165 | TEMP SILT FENCE | 02701 | 1,525.000 |
1,525.000 |
$1.950 |
LF | 0.3 |
| 0170 | SILT TRAP TYPE A | 02703 | 4.000 |
4.000 |
$425.000 |
EACH | 0.1 |
| 0175 | SILT TRAP TYPE B | 02704 | 4.000 |
4.000 |
$425.000 |
EACH | 0.1 |
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | 12.000 |
12.000 |
$75.000 |
EACH | 0.1 |
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | 12.000 |
12.000 |
$75.000 |
EACH | 0.1 |
| 0190 | STAKING | 02726 | 1.000 |
1.000 |
$11,000.000 |
LS | 1.0 |
| 0195 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$45,000.000 |
LS | 3.9 |
| 0200 | EROSION CONTROL BLANKET | 05950 | 10,038.000 |
10,038.000 |
$2.000 |
SQYD | 1.7 |
| 0205 | TEMP MULCH | 05952 | 14,327.000 |
14,327.000 |
$0.100 |
SQYD | 0.1 |
| 0210 | TEMP SEEDING AND PROTECTION | 05953 | 9,315.000 |
9,315.000 |
$0.100 |
SQYD | 0.1 |
| 0215 | INITIAL FERTILIZER | 05963 | 1.000 |
1.000 |
$1,250.000 |
TON | 0.1 |
| 0220 | 20-10-10 FERTILIZER | 05964 | 1.000 |
1.000 |
$1,250.000 |
TON | 0.1 |
| 0225 | SEEDING AND PROTECTION | 05985 | 10,674.000 |
10,674.000 |
$0.350 |
SQYD | 0.3 |
| 0230 | AGRICULTURAL LIMESTONE | 05992 | 13.000 |
13.000 |
$300.000 |
TON | 0.3 |
| 0235 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 3,050.000 |
3,050.000 |
$0.120 |
LF | 0.0 |
| 0240 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 3,050.000 |
3,050.000 |
$0.150 |
LF | 0.0 |
| 0245 | COHESIVE PILE CORE | 20210EP69 | 90.000 |
90.000 |
$15.000 |
CUYD | 0.1 |
| 8001 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $392,166.00 |
| SM- Project | DE111158516W1 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0250 | ENTRANCE PIPE-15 IN | 00440 | 86.000 |
86.000 |
$18.000 |
LF | 0.1 |
| 0255 | ENTRANCE PIPE-18 IN | 00441 | 65.000 |
65.000 |
$20.500 |
LF | 0.1 |
| 0260 | STORM SEWER PIPE-15 IN | 00521 | 16.000 |
16.000 |
$75.000 |
LF | 0.1 |
| 0265 | PIPE CULVERT HEADWALL-15 IN | 01202 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.1 |
| 0270 | CURB BOX INLET TYPE B | 01480 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.4 |
Category Total $9,780.50 |
| SM- Project | DE111158516W1 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - SINKING FORK CREEK - DWG. 27253 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0275 | STRUCTURE GRANULAR BACKFILL | 02231 | 196.000 |
196.000 |
$54.000 |
CUYD | 0.9 |
| 0280 | MASONRY COATING | 02998 | 246.000 |
246.000 |
$9.450 |
SQYD | 0.2 |
| 0285 | ARMORED EDGE FOR CONCRETE | 03299 | 62.100 |
62.100 |
$32.000 |
LF | 0.2 |
| 0290 | STRUCTURE EXCAVATION-COMMON | 08001 | 827.000 |
827.000 |
$12.000 |
CUYD | 0.9 |
| 0295 | CYCLOPEAN STONE RIP RAP | 08019 | 955.000 |
955.000 |
$27.000 |
TON | 2.2 |
| 0300 | TEST PILES | 08033 | 67.000 |
67.000 |
$75.000 |
LF | 0.4 |
| 0305 | PILES-STEEL HP12X53 | 08046 | 290.000 |
290.000 |
$39.000 |
LF | 1.0 |
| 0310 | PILE POINTS-12 IN | 08094 | 12.000 |
12.000 |
$105.000 |
EACH | 0.1 |
| 0315 | CONCRETE-CLASS A | 08100 | 38.900 |
38.900 |
$535.000 |
CUYD | 1.8 |
| 0320 | CONCRETE-CLASS AA | 08104 | 146.000 |
146.000 |
$790.000 |
CUYD | 10.1 |
| 0325 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 35,644.000 |
35,644.000 |
$1.050 |
LB | 3.3 |
| 0330 | PRECAST PC I BEAM TYPE 4 | 08634 | 430.000 |
430.000 |
$425.000 |
LF | 15.9 |
| 0335 | RAIL SYSTEM TYPE III | 21532ED | 218.200 |
218.200 |
$108.500 |
LF | 2.1 |
| 0340 | DECK DRAIN | 23813EC | 5.000 |
5.000 |
$290.000 |
EACH | 0.1 |
Category Total $449,652.30 |
| SM- Project | DE111158516W1 | CATEGORY NUMBER | 0005 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0345 | SAFELOADING | 02690 | 3.700 |
3.700 |
$1,100.000 |
CUYD | 0.4 |
| 0350 | W CAP EXISTING MAIN | 14003 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.2 |
| 0355 | W DIRECTIONAL BORE | 14004 | 400.000 |
400.000 |
$120.000 |
LF | 4.2 |
| 0360 | W PIPE PVC 04 INCH | 14058 | 692.000 |
692.000 |
$10.000 |
LF | 0.6 |
| 0365 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.5 |
Category Total $66,990.00 |
| SM- Project | DE111158516W1 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0370 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$17,210.190 |
LS | 1.5 |
Category Total $17,210.19 |