|
Item List 141501 |
Date:10/16/2020 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 141501 | Primary Project Number | DE09300221401 |
| Contract Description | BALLARDSVILLE ROAD (KY 22) | ||
| Primary County | OLDHAM | Fed/St Number | STPM 5140 (038) |
| Vendor ID | 00563 | Vendor Name | LOUISVILLE PAVING COMPANY INC |
| Bid Amount | $ 9,675,000.00 | ||
| SM- Project | DE09300221401 |
| Fed/State Number | STPM 5140 (038) |
| Project Description | BALLARDSVILLE ROAD (KY 22) |
| *********** |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING - ASPHALT ALTERNATE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | CRUSHED STONE BASE | 00003 | 16,842.000 |
16,842.000 |
$15.250 |
TON | 2.7 |
| 0002 | TRAFFIC BOUND BASE | 00020 | 35.000 |
35.000 |
$30.000 |
TON | 0.0 |
| 0003 | LEVELING & WEDGING PG64-22 | 00190 | 55.000 |
55.000 |
$90.000 |
TON | 0.1 |
| 0004 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 22,205.000 |
22,205.000 |
$62.000 |
TON | 14.2 |
| 0005 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 1,356.000 |
1,356.000 |
$85.000 |
TON | 1.2 |
| 0006 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 3,035.000 |
3,035.000 |
$72.000 |
TON | 2.3 |
| 0007 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 424.000 |
424.000 |
$58.000 |
SQYD | 0.3 |
| 0008 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | 1.000 |
1.000 |
$221,702.000 |
LS | 2.3 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8001 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8002 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $2,219,624.50 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0003 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0019 | CRUSHED AGGREGATE SIZE NO 2 (REVISED: 12-9-14) | 00078 | 2,683.000 |
2,683.000 |
$16.000 |
TON | 0.4 |
| 0020 | PERFORATED PIPE-4 IN | 01000 | 205.000 |
205.000 |
$8.000 |
LF | 0.0 |
| 0021 | NON-PERFORATED PIPE-4 IN | 01010 | 32.000 |
32.000 |
$16.000 |
LF | 0.0 |
| 0022 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0023 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0024 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0025 | STANDARD CURB AND GUTTER | 01810 | 198.000 |
198.000 |
$24.000 |
LF | 0.0 |
| 0026 | ISLAND INTEGRAL CURB | 01845 | 78.000 |
78.000 |
$44.000 |
LF | 0.0 |
| 0027 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 66.000 |
66.000 |
$5.000 |
EACH | 0.0 |
| 0028 | BARRICADE-TYPE III | 02014 | 18.000 |
18.000 |
$75.000 |
EACH | 0.0 |
| 0029 | REMOVE PAVEMENT | 02091 | 4,740.000 |
4,740.000 |
$7.000 |
SQYD | 0.3 |
| 0030 | TEMP DITCH | 02159 | 9,024.000 |
9,024.000 |
$0.500 |
LF | 0.0 |
| 0031 | GRANULAR EMBANKMENT (REVISED: 12-9-14) | 02223 | 34,351.000 |
34,351.000 |
$26.000 |
CUYD | 9.2 |
| 0032 | EMBANKMENT IN PLACE (REVISED: 12-9-14) | 02230 | 149,554.000 |
149,554.000 |
$11.600 |
CUYD | 17.9 |
| 0033 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 3,600.000 |
3,600.000 |
$15.800 |
LF | 0.6 |
| 0034 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0035 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$2,100.000 |
EACH | 0.1 |
| 0036 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | 4.000 |
4.000 |
$1,600.000 |
EACH | 0.1 |
| 0037 | REMOVE GUARDRAIL | 02381 | 1,470.000 |
1,470.000 |
$1.000 |
LF | 0.0 |
| 0038 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 78.000 |
78.000 |
$70.000 |
EACH | 0.1 |
| 0039 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 1.000 |
1.000 |
$70.000 |
EACH | 0.0 |
| 0040 | WITNESS POST | 02432 | 20.000 |
20.000 |
$40.000 |
EACH | 0.0 |
| 0041 | CLEAN SINKHOLE | 02469 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0042 | FILL AND CAP SINKHOLE | 02471 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.1 |
| 0043 | CHANNEL LINING CLASS II | 02483 | 335.000 |
335.000 |
$28.000 |
TON | 0.1 |
| 0044 | CHANNEL LINING CLASS III | 02484 | 1,573.000 |
1,573.000 |
$30.000 |
TON | 0.5 |
| 0045 | CLEARING AND GRUBBING (APPROXIMATELY 24.53 ACRES) | 02545 | 1.000 |
1.000 |
$150,000.000 |
LS | 1.6 |
| 0046 | TEMPORARY SIGNS | 02562 | 272.000 |
272.000 |
$3.000 |
SQFT | 0.0 |
| 0047 | EDGE KEY | 02585 | 124.000 |
124.000 |
$50.000 |
LF | 0.1 |
| 0048 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,135.000 |
2,135.000 |
$5.000 |
SQYD | 0.1 |
| 0049 | FABRIC-GEOTEXTILE TYPE III | 02598 | 875.000 |
875.000 |
$2.000 |
SQYD | 0.0 |
| 0050 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 150,083.000 |
150,083.000 |
$1.250 |
SQYD | 1.9 |
| 0051 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$100,000.000 |
LS | 1.0 |
| 0052 | DIVERSIONS (BY-PASS DETOURS) MAINLINE LT. STA. 70+16 TO 82+76 | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.2 |
| 0053 | DIVERSIONS (BY-PASS DETOURS) MAINLINE LT. STA. 87+50 TO 93+85 | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0054 | DIVERSIONS (BY-PASS DETOURS) MAINLINE LT. STA. 122+50 TO 126+55 | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0055 | DIVERSIONS (BY-PASS DETOURS) ABBOTT LANE RT. STA. 50+00 TO 56+55 | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 0056 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$8,500.000 |
EACH | 0.2 |
| 0057 | SAFELOADING | 02690 | 7.000 |
7.000 |
$200.000 |
CUYD | 0.0 |
| 0058 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | 17,700.000 |
17,700.000 |
$0.290 |
LF | 0.1 |
| 0059 | TEMP SILT FENCE | 02701 | 9,024.000 |
9,024.000 |
$1.410 |
LF | 0.1 |
| 0060 | SILT TRAP TYPE A | 02703 | 29.000 |
29.000 |
$200.000 |
EACH | 0.1 |
| 0061 | SILT TRAP TYPE B | 02704 | 29.000 |
29.000 |
$100.000 |
EACH | 0.0 |
| 0062 | SILT TRAP TYPE C | 02705 | 29.000 |
29.000 |
$150.000 |
EACH | 0.0 |
| 0063 | CLEAN SILT TRAP TYPE A | 02706 | 115.000 |
115.000 |
$1.000 |
EACH | 0.0 |
| 0064 | CLEAN SILT TRAP TYPE B | 02707 | 115.000 |
115.000 |
$1.000 |
EACH | 0.0 |
| 0065 | CLEAN SILT TRAP TYPE C | 02708 | 115.000 |
115.000 |
$1.000 |
EACH | 0.0 |
| 0066 | CLEAN TEMP SILT FENCE | 02709 | 36,096.000 |
36,096.000 |
$0.010 |
LF | 0.0 |
| 0067 | STAKING | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.8 |
| 0068 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$56,000.000 |
LS | 0.6 |
| 0069 | EROSION CONTROL BLANKET | 05950 | 2,807.000 |
2,807.000 |
$1.220 |
SQYD | 0.0 |
| 0070 | TEMP MULCH | 05952 | 139,247.000 |
139,247.000 |
$0.100 |
SQYD | 0.1 |
| 0071 | TEMP SEEDING AND PROTECTION | 05953 | 13,925.000 |
13,925.000 |
$0.300 |
SQYD | 0.0 |
| 0072 | INITIAL FERTILIZER | 05963 | 5.000 |
5.000 |
$1,050.000 |
TON | 0.1 |
| 0073 | 20-10-10 FERTILIZER | 05964 | 1.000 |
1.000 |
$1,100.000 |
TON | 0.0 |
| 0074 | SEEDING AND PROTECTION | 05985 | 139,247.000 |
139,247.000 |
$0.320 |
SQYD | 0.5 |
| 0075 | SPECIAL SEEDING CROWN VETCH | 05989 | 28,100.000 |
28,100.000 |
$0.130 |
SQYD | 0.0 |
| 0076 | SODDING | 05990 | 1,000.000 |
1,000.000 |
$3.300 |
SQYD | 0.0 |
| 0077 | AGRICULTURAL LIMESTONE | 05992 | 87.000 |
87.000 |
$63.000 |
TON | 0.1 |
| 0078 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 19,630.000 |
19,630.000 |
$0.130 |
LF | 0.0 |
| 0079 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 37,288.000 |
37,288.000 |
$0.140 |
LF | 0.1 |
| 0080 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 22.000 |
22.000 |
$10.000 |
LF | 0.0 |
| 0081 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 24.000 |
24.000 |
$15.000 |
LF | 0.0 |
| 0082 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 685.000 |
685.000 |
$1.250 |
SQFT | 0.0 |
| 0083 | PAVE MARKING-THERMO CURV ARROW | 06574 | 14.000 |
14.000 |
$90.000 |
EACH | 0.0 |
| 0084 | PAVEMENT MARKER TYPE V-MW | 06589 | 27.000 |
27.000 |
$19.000 |
EACH | 0.0 |
| 0085 | PAVEMENT MARKER TYPE V-BY | 06591 | 345.000 |
345.000 |
$19.000 |
EACH | 0.1 |
| 0086 | CONCRETE-CLASS A | 08100 | 19.000 |
19.000 |
$600.000 |
CUYD | 0.1 |
| 0087 | STEEL REINFORCEMENT | 08150 | 396.000 |
396.000 |
$2.000 |
LB | 0.0 |
| 0088 | GRANULAR PILE CORE | 20209EP69 | 1,002.000 |
1,002.000 |
$0.010 |
CUYD | 0.0 |
| 0089 | PIPELINE VIDEO INSPECTION | 23131ER701 | 771.000 |
771.000 |
$2.500 |
LF | 0.0 |
| 0090 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 8,386.000 |
8,386.000 |
$4.700 |
SQYD | 0.4 |
| 8004 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 0.000 |
232.660 |
$14.700 |
SQFT | 0.0 |
| 8005 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 0.000 |
28.500 |
$16.800 |
SQFT | 0.0 |
| 8006 | STEEL POST TYPE 1 | 06410 | 0.000 |
347.000 |
$15.750 |
LF | 0.0 |
| 8007 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 0.000 |
720.000 |
$3.420 |
LF | 0.0 |
| 8008 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 0.000 |
900.000 |
$3.420 |
LF | 0.0 |
| 8010 | ACCOUNTING ADJUSTMENT ROCK SAVINGS | 10206NC | 0.000 |
-34,351.000 |
$1.000 |
DOLL | 0.0 |
Category Total $3,717,595.92 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0004 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0091 | ENTRANCE PIPE-15 IN | 00440 | 374.000 |
374.000 |
$45.000 |
LF | 0.2 |
| 0092 | ENTRANCE PIPE-18 IN | 00441 | 196.000 |
196.000 |
$50.000 |
LF | 0.1 |
| 0093 | ENTRANCE PIPE-18 IN EQUIV | 00451 | 48.000 |
48.000 |
$50.000 |
LF | 0.0 |
| 0094 | CULVERT PIPE-18 IN | 00462 | 75.000 |
75.000 |
$65.000 |
LF | 0.1 |
| 0095 | STORM SEWER PIPE-15 IN | 00521 | 146.000 |
146.000 |
$55.000 |
LF | 0.1 |
| 0096 | STORM SEWER PIPE-18 IN | 00522 | 445.000 |
445.000 |
$50.000 |
LF | 0.2 |
| 0097 | STORM SEWER PIPE-24 IN | 00524 | 105.000 |
105.000 |
$70.000 |
LF | 0.1 |
| 0098 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0099 | METAL END SECTION TY 1-15 IN | 01370 | 18.000 |
18.000 |
$1,500.000 |
EACH | 0.3 |
| 0100 | METAL END SECTION TY 1-18 IN | 01371 | 9.000 |
9.000 |
$1,850.000 |
EACH | 0.2 |
| 0101 | METAL END SECTION TY 3-15 IN | 01390 | 2.000 |
2.000 |
$1,300.000 |
EACH | 0.0 |
| 0102 | METAL END SECTION TY 3-18 IN | 01391 | 8.000 |
8.000 |
$1,500.000 |
EACH | 0.1 |
| 0103 | METAL END SECTION TY 3-24 IN | 01393 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 0104 | CURB BOX INLET TYPE A | 01456 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.1 |
| 0105 | DROP BOX INLET TYPE 1 | 01490 | 4.000 |
4.000 |
$4,400.000 |
EACH | 0.2 |
| 0106 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$4,800.000 |
EACH | 0.0 |
| 0107 | DROP BOX INLET TYPE 5B | 01505 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.1 |
| 0108 | JUNCTION BOX-30 IN | 01644 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0109 | FLUME INLET TYPE 2 | 01691 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0110 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 1,967.900 |
1,967.900 |
$2.000 |
SQYD | 0.0 |
| 0111 | REMOVE HEADWALL | 02625 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 0112 | METAL END SECTION TY 1-18 IN EQUIV | 24697EC | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.1 |
Category Total $193,820.80 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - CURRY'S FORK - DWG, 24912 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0113 | STRUCTURE GRANULAR BACKFILL | 02231 | 345.000 |
345.000 |
$30.000 |
CUYD | 0.1 |
| 0114 | MASONRY COATING | 02998 | 1,141.000 |
1,141.000 |
$9.000 |
SQYD | 0.1 |
| 0115 | ARMORED EDGE FOR CONCRETE | 03299 | 102.700 |
102.700 |
$40.000 |
LF | 0.0 |
| 0116 | STRUCTURE EXCAVATION-COMMON | 08001 | 364.000 |
364.000 |
$8.000 |
CUYD | 0.0 |
| 0117 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 522.000 |
522.000 |
$10.000 |
CUYD | 0.1 |
| 0118 | CYCLOPEAN STONE RIP RAP | 08019 | 1,102.000 |
1,102.000 |
$42.000 |
TON | 0.5 |
| 0119 | TEST PILES | 08033 | 53.000 |
53.000 |
$35.000 |
LF | 0.0 |
| 0120 | PILES-STEEL HP12X53 | 08046 | 696.000 |
696.000 |
$35.000 |
LF | 0.3 |
| 0121 | PILE POINTS-12 IN | 08094 | 15.000 |
15.000 |
$100.000 |
EACH | 0.0 |
| 0122 | CONCRETE-CLASS A | 08100 | 612.600 |
612.600 |
$585.000 |
CUYD | 3.7 |
| 0123 | CONCRETE-CLASS AA | 08104 | 803.900 |
803.900 |
$545.000 |
CUYD | 4.5 |
| 0124 | STEEL REINFORCEMENT | 08150 | 106,324.000 |
106,324.000 |
$1.150 |
LB | 1.3 |
| 0125 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 189,326.000 |
189,326.000 |
$1.100 |
LB | 2.2 |
| 0126 | PPC I-BEAM HN 54 49 | 24463ED | 2,476.500 |
2,476.500 |
$300.000 |
LF | 7.7 |
| 0127 | RAIL SYSTEM TYPE 4 | 24684EN | 714.400 |
714.400 |
$78.000 |
LF | 0.6 |
Category Total $2,032,558.90 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - CULVERT OVER UNNAMED CREEK - DWG. 26743 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0128 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 256.000 |
256.000 |
$12.000 |
CUYD | 0.0 |
| 0129 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$42,000.000 |
LS | 0.4 |
| 0130 | CONCRETE-CLASS A | 08100 | 429.800 |
429.800 |
$455.000 |
CUYD | 2.0 |
| 0131 | STEEL REINFORCEMENT | 08150 | 63,871.000 |
63,871.000 |
$1.000 |
LB | 0.7 |
Category Total $304,502.00 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0007 | CATEGORY Description | WATERLINE - LOUISVILLE WATER COMPANY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0132 | STEEL ENCASEMENT PIPE-24 IN | 01081 | 60.000 |
60.000 |
$700.000 |
LF | 0.4 |
| 0133 | DUCTILE IRON PIPE-6 IN | 01093 | 965.000 |
965.000 |
$30.000 |
LF | 0.3 |
| 0134 | DUCTILE IRON PIPE-12 IN | 01099 | 625.000 |
625.000 |
$46.000 |
LF | 0.3 |
| 0135 | COPPER PIPE-3/4 IN | 03360 | 400.000 |
400.000 |
$150.000 |
LF | 0.6 |
| 0136 | COPPER PIPE-1 IN | 03361 | 120.000 |
120.000 |
$20.000 |
LF | 0.0 |
| 0137 | REMOVE FIRE HYDRANT | 03434 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0138 | TIE-IN 12 IN | 03472 | 2.000 |
2.000 |
$1,700.000 |
EACH | 0.0 |
| 0139 | GATE VALVE-6 IN (RESILIENT SEAL) | 03526 | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 0140 | GATE VALVE-12 IN (RESILIENT SEAL) | 03532 | 3.000 |
3.000 |
$2,200.000 |
EACH | 0.1 |
| 0141 | BEND 45 DEG 6 IN | 03554 | 4.000 |
4.000 |
$350.000 |
EACH | 0.0 |
| 0142 | BEND 45 DEG 12 IN | 03556 | 8.000 |
8.000 |
$675.000 |
EACH | 0.1 |
| 0143 | POLYWRAP | 20137EN | 1,800.000 |
1,800.000 |
$3.000 |
LF | 0.1 |
| 0144 | POLYTAPE | 20138EC | 20.000 |
20.000 |
$10.000 |
EACH | 0.0 |
| 0145 | TRANSFER SERVICE (1 INCH) | 20150EC | 2.000 |
2.000 |
$700.000 |
EACH | 0.0 |
| 0146 | INSTALL FIRE HYDRANT | 20329EC | 3.000 |
3.000 |
$2,000.000 |
EACH | 0.1 |
| 0147 | CUT AND PLUG 12 IN | 20708ND | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0148 | TEE 12 IN X 12 IN | 20821ND | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0149 | KEYTUBE 7 IN | 20834ED | 7.000 |
7.000 |
$135.000 |
EACH | 0.0 |
| 0150 | ROUNDTOP AND LID #2 | 20835ND | 7.000 |
7.000 |
$30.000 |
EACH | 0.0 |
| 0151 | PLUG-6 IN | 20961ND | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0152 | RENEW SERVICE (3/4 INCH) | 21110ND | 9.000 |
9.000 |
$665.000 |
EACH | 0.1 |
| 0153 | CUT AND PLUG 6 IN | 21114ND | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 0154 | ABANDON VALVE | 21455ND | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0155 | REDUCER-12 IN X 6 IN | 23094ND | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0156 | DUCTILE IRON PIPE-RESTRAINED-12 IN (JOINT) | 23918EC | 90.000 |
90.000 |
$90.000 |
LF | 0.1 |
| 0157 | HYDROSTATIC TEST WATER MAIN (PER LWC SPECIFICATIONS) | 24480EC | 1.000 |
1.000 |
$4,250.000 |
EACH | 0.0 |
Category Total $215,890.00 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0008 | CATEGORY Description | WATERLINE - OLDHAM COUNTY WATER DISTRICT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0158 | STEEL ENCASEMENT PIPE-BORE&JACK-12 IN (BENEATH KY 22 W/ CASING SPACERS) | 01083 | 75.000 |
75.000 |
$400.000 |
LF | 0.3 |
| 0159 | CONCRETE-CLASS B (CONCRETE THRUST BLOCK) | 02555 | 10.000 |
10.000 |
$185.000 |
CUYD | 0.0 |
| 0160 | FIRE HYDRANT (6 INCH) | 02606 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0161 | PVC PIPE-3 IN (WATER MAIN) | 03382 | 1,145.000 |
1,145.000 |
$18.000 |
LF | 0.2 |
| 0162 | PVC PIPE-4 IN (WATER MAIN) | 03383 | 20.000 |
20.000 |
$40.000 |
LF | 0.0 |
| 0163 | PVC PIPE-6 IN (WATER MAIN) | 03385 | 435.000 |
435.000 |
$25.000 |
LF | 0.1 |
| 0164 | PVC PIPE-8 IN (WATER MAIN) | 03387 | 1,035.000 |
1,035.000 |
$38.000 |
LF | 0.4 |
| 0165 | PVC PIPE-10 IN (WATER MAIN) | 03389 | 55.000 |
55.000 |
$40.000 |
LF | 0.0 |
| 0166 | PVC PIPE-12 IN (WATER MAIN) | 03391 | 790.000 |
790.000 |
$32.000 |
LF | 0.3 |
| 0167 | RELOCATE WATER METER | 03431 | 12.000 |
12.000 |
$1,500.000 |
EACH | 0.2 |
| 0168 | FLUSH HYDRANT (3 INCH POST) | 03439 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0169 | TIE-IN 4 IN (DRY CONNECT) | 03464 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0170 | TIE-IN 6 IN (DRY CONNECT) | 03466 | 1.000 |
1.000 |
$1,250.000 |
EACH | 0.0 |
| 0171 | TIE-IN 8 IN (DRY CONNECT) | 03468 | 3.000 |
3.000 |
$1,700.000 |
EACH | 0.1 |
| 0172 | TIE-IN 10 IN (DRY CONNECT) | 03470 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0173 | GATE VALVE-3 IN (VALVE & BOX) | 03523 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0174 | GATE VALVE-4 IN (VALVE & BOX) | 03524 | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 0175 | GATE VALVE-6 IN (VALVE & BOX) | 03526 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 0176 | GATE VALVE-8 IN (VALVE & BOX) | 03528 | 6.000 |
6.000 |
$1,300.000 |
EACH | 0.1 |
| 0177 | GATE VALVE-10 IN (VALVE & BOX) | 03530 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0178 | GATE VALVE-12 IN (VALVE & BOX) | 03532 | 2.000 |
2.000 |
$2,300.000 |
EACH | 0.0 |
| 0179 | WET TAP 6 IN (CONNECT) | 20769ND | 1.000 |
1.000 |
$3,250.000 |
EACH | 0.0 |
| 0180 | DUCTILE IRON FITTINGS (MJ) | 20888ED | 1.500 |
1.500 |
$6,000.000 |
TON | 0.1 |
| 0181 | CUT AND CAP 10 IN | 20890ND | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0182 | CUT & CAP-4 IN | 21211ND | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0183 | POLYETHYLENE PIPE-1 IN (SERVICE LINE) | 21701EN | 1,355.000 |
1,355.000 |
$15.000 |
LF | 0.2 |
| 0184 | OPEN CUT AND CASE FOR 8 IN WATERLINE (STEEL ENCASEMENT BENEATH CONCRETE DRIVE | 21860EN | 20.000 |
20.000 |
$65.000 |
LF | 0.0 |
| 0185 | OPEN CUT AND CASE FOR 8 IN WATERLINE (STEEL ENCASEMENT BENEATH CONCRETE DRIVE | 21860EN | 20.000 |
20.000 |
$65.000 |
LF | 0.0 |
| 0186 | OPEN CUT AND CASE FOR 8 IN WATERLINE (STEEL ENCASEMENT BENEATH ASPHALT DRIVE | 21860EN | 30.000 |
30.000 |
$65.000 |
LF | 0.0 |
| 0187 | CUT AND CAP WATERLINE (8 INCH) | 22012NN | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0188 | CUT AND CAP WATERLINE (6 INCH) | 22012NN | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 0189 | LINE STOPPER-6 IN | 22610NN | 1.000 |
1.000 |
$4,600.000 |
EACH | 0.0 |
| 0190 | DIRECTIONAL BORE (2 IN PE CASING PIPE) | 22668EN | 1,290.000 |
1,290.000 |
$65.000 |
LF | 0.9 |
| 0191 | BORE AND JACK PIPE-14 IN (STEEL ENCASEMENT BENEATH ABBOTT LANE (K | 24238EN | 75.000 |
75.000 |
$215.000 |
LF | 0.2 |
| 0192 | BORE AND JACK PIPE-14 IN (STEEL ENCASEMENT BENEATH HERITAGE HILLS | 24238EN | 60.000 |
60.000 |
$700.000 |
LF | 0.4 |
| 0193 | OPEN CUT W/ STEEL ENCASEMENT-18 IN (BENEATH EXISITING ASPHALT DRIVE W/ CASI | 24240ED | 45.000 |
45.000 |
$100.000 |
LF | 0.0 |
| 0194 | OPEN CUT W/ STEEL ENCASEMENT-14 IN (IN TEXAS GAS EASEMENT W/ CASING SPACERS | 24243EC | 200.000 |
200.000 |
$95.000 |
LF | 0.2 |
| 0195 | INSERTION VALVE (10 INCH) | 24699EC | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.1 |
| 0196 | INSERTION VALVE (8 INCH) | 24699EC | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 0197 | INSERTION VALVE (6 INCH) | 24699EC | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 0198 | INSERTION VALVE (4 INCH) | 24699EC | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 0199 | YARD HYDRANT (3/4 INCH) | 30065 | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 8003 | COST PLUS WORK FOR WATER MAIN CHANGES | 10080NSD | 0.000 |
6,053.820 |
$1.000 |
DOLL | 0.0 |
Category Total $413,845.00 |
| SM- Project | DE09300221401 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0200 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$443,000.000 |
LS | 4.6 |
| 0201 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$134,162.880 |
LS | 1.4 |
Category Total $577,162.88 |