|
Item List 020717 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020717 | Primary Project Number | X121008004001 |
| Contract Description | MURRAY-MAYFIELD ROAD (KY80) | ||
| Primary County | GRAVES | Fed/St Number | FD04 121 0080 NEW-LOC |
| Vendor ID | 02618 | Vendor Name | JIM SMITH CONTRACTING COMPANY LLC |
| Bid Amount | $ 6,660,301.85 | ||
| SM- Project | X121008004001 |
| Fed/State Number | FD04 121 0080 NEW-LOC |
| Project Description | MURRAY-MAYFIELD ROAD (KY80) |
| *********** |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | GRAVES COUNTY - CPES SUBSECTION A |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | GRANULAR EMBANKMENT ROADWAY GRAVES | 02223M | 5,054.000 |
5,054.000 |
$23.050 |
CU M | 1.7 |
| 0002 | EMBANKMENT IN PLACE | 02230M | 435,314.000 |
435,314.000 |
$2.820 |
CU M | 18.4 |
| 0003 | CYCLOPEAN STONE RIP RAP | 08019M | 896.000 |
896.000 |
$18.570 |
MTON | 0.2 |
| 0004 | CONCRETE-CLASS A ROADWAY GRAVES | 08100M | 74.140 |
74.140 |
$605.000 |
CU M | 0.7 |
| 0005 | STEEL REINFORCEMENT ROADWAY GRAVES | 08150M | 2,625.300 |
2,625.300 |
$2.000 |
KG | 0.1 |
| 0006 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 15.240 |
15.240 |
$86.000 |
M | 0.0 |
| 0007 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0008 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 5,717.000 |
5,717.000 |
$0.390 |
M | 0.0 |
| 0009 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 10,523.000 |
10,523.000 |
$0.590 |
M | 0.1 |
| 0010 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 6.000 |
6.000 |
$30.000 |
M | 0.0 |
| 0011 | SIGNS | 02562M | 202.750 |
202.750 |
$95.000 |
SQ M | 0.3 |
| 0012 | BARRICADE-TYPE III | 02014 | 65.000 |
65.000 |
$200.000 |
EACH | 0.2 |
| 0013 | REMOVE PIPE | 01310M | 118.000 |
118.000 |
$15.000 |
M | 0.0 |
| 0014 | REMOVE PAVEMENT | 02091M | 2,856.000 |
2,856.000 |
$3.500 |
SQ M | 0.2 |
| 0015 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$950.000 |
EACH | 0.0 |
| 0016 | CULVERT PIPE-450 MM | 00462M | 866.800 |
866.800 |
$85.000 |
M | 1.1 |
| 0017 | CULVERT PIPE-600 MM | 00464M | 186.700 |
186.700 |
$98.000 |
M | 0.3 |
| 0018 | CULVERT PIPE-750 MM | 00466M | 377.200 |
377.200 |
$120.000 |
M | 0.7 |
| 0019 | CULVERT PIPE-900 MM | 00468M | 155.100 |
155.100 |
$165.000 |
M | 0.4 |
| 0020 | CULVERT PIPE-1050 MM | 00469M | 315.600 |
315.600 |
$195.000 |
M | 0.9 |
| 0021 | CULVERT PIPE-1200 MM | 00470M | 294.800 |
294.800 |
$215.000 |
M | 1.0 |
| 0022 | CULVERT PIPE-1500 MM | 00472M | 42.100 |
42.100 |
$400.000 |
M | 0.3 |
| 0023 | ENTRANCE PIPE-375 MM | 00440M | 251.000 |
251.000 |
$40.000 |
M | 0.2 |
| 0024 | ENTRANCE PIPE-450 MM | 00441M | 27.600 |
27.600 |
$45.000 |
M | 0.0 |
| 0025 | ENTRANCE PIPE-600 MM | 00443M | 27.500 |
27.500 |
$60.000 |
M | 0.0 |
| 0026 | ENTRANCE PIPE-750 MM EQUIV | 00454M | 22.800 |
22.800 |
$75.000 |
M | 0.0 |
| 0027 | DROP BOX INLET TYPE 5D | 01511 | 36.000 |
36.000 |
$2,000.000 |
EACH | 1.1 |
| 0028 | METAL END SECTION TY 1-15 INCH | 01370 | 42.000 |
42.000 |
$390.000 |
EACH | 0.2 |
| 0029 | METAL END SECTION TY 1-18 INCH | 01371 | 6.000 |
6.000 |
$700.000 |
EACH | 0.1 |
| 0030 | METAL END SECTION TY 1-24 INCH | 01373 | 4.000 |
4.000 |
$900.000 |
EACH | 0.1 |
| 0031 | METAL END SECTION TY 3-18 INCH | 01391 | 14.000 |
14.000 |
$300.000 |
EACH | 0.1 |
| 0032 | METAL END SECTION TY 3-24 INCH | 01393 | 4.000 |
4.000 |
$550.000 |
EACH | 0.0 |
| 0033 | METAL END SECTION TY 3-30 INCH | 01394 | 10.000 |
10.000 |
$1,075.000 |
EACH | 0.2 |
| 0034 | METAL END SECTION TY 3-42 INCH | 01396 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.2 |
| 0035 | METAL END SECTION TY 3-48 INCH | 01397 | 2.000 |
2.000 |
$2,900.000 |
EACH | 0.1 |
| 0036 | METAL END SECTION TY 4-18 INCH | 01411 | 9.000 |
9.000 |
$475.000 |
EACH | 0.1 |
| 0037 | METAL END SECTION TY 4-24 INCH | 01413 | 2.000 |
2.000 |
$760.000 |
EACH | 0.0 |
| 0038 | METAL END SECTION TY 4-30 INCH | 01414 | 3.000 |
3.000 |
$1,775.000 |
EACH | 0.1 |
| 0039 | METAL END SECTION TY 4-42 INCH | 01416 | 1.000 |
1.000 |
$3,050.000 |
EACH | 0.0 |
| 0040 | SEEDING AND PROTECTION | 05985M | 269,578.000 |
269,578.000 |
$0.240 |
SQ M | 1.0 |
| 0041 | TEMP SEEDING AND PROTECTION | 05953M | 26,959.000 |
26,959.000 |
$0.200 |
SQ M | 0.1 |
| 0042 | SPECIAL SEEDING CROWN VETCH | 05989M | 42,483.000 |
42,483.000 |
$0.220 |
SQ M | 0.1 |
| 0043 | EROSION CONTROL BLANKET | 05950M | 56,257.000 |
56,257.000 |
$1.450 |
SQ M | 1.2 |
| 0044 | SILT TRAP TYPE B | 02704 | 81.000 |
81.000 |
$200.000 |
EACH | 0.2 |
| 0045 | CLEAN SILT TRAP TYPE B | 02707 | 162.000 |
162.000 |
$50.000 |
EACH | 0.1 |
| 0046 | SILT CHECK | 02705 | 453.000 |
453.000 |
$55.000 |
EACH | 0.4 |
| 0047 | CLEAN SILT CHECK | 02708 | 906.000 |
906.000 |
$15.000 |
EACH | 0.2 |
| 0048 | TEMPORARY SILT FENCE | 02701M | 831.000 |
831.000 |
$5.000 |
M | 0.1 |
| 0049 | CLEAN TEMPORARY SILT FENCE | 02709M | 1,662.000 |
1,662.000 |
$1.000 |
M | 0.0 |
| 0050 | TEMPORARY MULCH | 05952M | 26,959.000 |
26,959.000 |
$0.120 |
SQ M | 0.0 |
| 0051 | CHANNEL LINING CLASS II | 02483M | 11,624.000 |
11,624.000 |
$18.000 |
MTON | 3.1 |
| 0052 | CHANNEL LINING CLASS III | 02484M | 1,286.000 |
1,286.000 |
$18.000 |
MTON | 0.3 |
| 0053 | FABRIC-GEOTEXTILE TYPE I | 02596M | 19,664.000 |
19,664.000 |
$1.350 |
SQ M | 0.4 |
| 0054 | FABRIC-GEOTEXTILE TYPE III | 02598M | 8,423.000 |
8,423.000 |
$1.260 |
SQ M | 0.2 |
| 0055 | R/W MARKER RURAL TYPE 2 | 02435 | 82.000 |
82.000 |
$60.000 |
EACH | 0.1 |
| 0056 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | 22.000 |
22.000 |
$60.000 |
EACH | 0.0 |
| 0057 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 14,224.000 |
14,224.000 |
$10.250 |
M | 2.2 |
| 0058 | EDGE KEY MODIFIED | 02585M | 61.800 |
61.800 |
$60.000 |
M | 0.1 |
| 0059 | CRUSHED STONE BASE | 00003M | 23,393.000 |
23,393.000 |
$15.430 |
MTON | 5.4 |
| 0060 | ASPHALT CURING SEAL | 00358M | 22.000 |
22.000 |
$300.000 |
MTON | 0.1 |
| 0061 | EMULSIFIED ASPHALT RS-2 | 00291M | 13.000 |
13.000 |
$425.000 |
MTON | 0.1 |
| 0062 | ASPHALT SEAL AGGREGATE | 00100M | 90.000 |
90.000 |
$50.000 |
MTON | 0.1 |
| 0063 | CEMENT STABILIZED ROADBED | 00008M | 19,567.000 |
19,567.000 |
$1.730 |
SQ M | 0.5 |
| 0064 | CEMENT | 02542M | 421.000 |
421.000 |
$97.200 |
MTON | 0.6 |
| 0065 | SAND FOR BLOTTER | 02702M | 53.000 |
53.000 |
$11.960 |
MTON | 0.0 |
| 0066 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 4,518.000 |
4,518.000 |
$40.230 |
MTON | 2.7 |
| 0067 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 5,028.000 |
5,028.000 |
$40.660 |
MTON | 3.1 |
| 0068 | CL2 ASPH BASE 19.0D PG70-22 | 00222M | 2,457.000 |
2,457.000 |
$44.550 |
MTON | 1.6 |
| 0069 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 1,378.000 |
1,378.000 |
$44.100 |
MTON | 0.9 |
| 0070 | CLEARING AND GRUBBING (GRAVES) (68 HECTARES) | 02545 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.6 |
| 0071 | STAKING (GRAVES) | 02726 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.6 |
| 0072 | MAINTAIN & CONTROL TRAFFIC (GRAVES) | 02650 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8000 | RECONSTRUCT MEDIAN BOX INLET Reconnect median box inlet | 01633 | 0.000 |
1.000 |
$1,155.000 |
EACH | 0.0 |
| 8010 | SODDING Sodding | 05990M | 0.000 |
502.000 |
$4.710 |
SQ M | 0.0 |
| 8020 | CRUSHED AGGREGATE SIZE NO 3 | 00069M | 0.000 |
267.460 |
$27.560 |
MTON | 0.0 |
| 8030 | RIGHT-OF-WAY MOWING | 02167M | 0.000 |
58.100 |
$90.000 |
HCTR | 0.0 |
Category Total $3,685,228.03 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | GRAVES CO STA 28 +555.950 - CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0073 | STRUCTURE GRANULAR BACKFILL | 02231M | 148.200 |
148.200 |
$29.550 |
CU M | 0.1 |
| 0074 | MASONRY COATING | 02998M | 193.000 |
193.000 |
$7.880 |
SQ M | 0.0 |
| 0075 | CONCRETE-CLASS A | 08100M | 58.200 |
58.200 |
$298.450 |
CU M | 0.3 |
| 0076 | CONCRETE-CLASS AA | 08104M | 204.500 |
204.500 |
$492.500 |
CU M | 1.5 |
| 0077 | PILES-STEEL HP310X79 | 08046M | 288.000 |
499.000 |
$66.000 |
M | 0.3 |
| 0078 | TEST PILES | 08033M | 20.700 |
20.700 |
$73.880 |
M | 0.0 |
| 0079 | STEEL REINF-EPOXY COATED | 08151M | 26,318.000 |
26,318.000 |
$1.300 |
KG | 0.5 |
| 0080 | PRECAST PC I BEAM TYPE 5 | 08636M | 164.600 |
164.600 |
$474.770 |
M | 1.2 |
| 0081 | PILE POINTS-12 INCH | 08094 | 32.000 |
32.000 |
$75.080 |
EACH | 0.0 |
| 0082 | APPROACH SLAB | 08500M | 204.000 |
204.000 |
$121.160 |
SQ M | 0.4 |
| 0083 | HANDRAIL-METAL BIKE RAILING | 08256M | 68.000 |
68.000 |
$124.110 |
M | 0.1 |
| 0084 | STRUCTURAL STEEL (STA 28+555.95 WB) (APPROX 898 KG) | 08160 | 1.000 |
1.000 |
$4,925.000 |
LS | 0.1 |
Category Total $297,367.72 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | GRAVES COUNTY STA 28+555.80 - CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0085 | STRUCTURE GRANULAR BACKFILL | 02231M | 105.400 |
105.400 |
$29.550 |
CU M | 0.0 |
| 0086 | MASONRY COATING | 02998M | 190.000 |
190.000 |
$7.880 |
SQ M | 0.0 |
| 0087 | CONCRETE-CLASS A | 08100M | 35.400 |
35.400 |
$298.450 |
CU M | 0.2 |
| 0088 | CONCRETE-CLASS AA | 08104M | 168.500 |
168.500 |
$492.500 |
CU M | 1.2 |
| 0089 | PILES-STEEL HP310X79 | 08046M | 407.500 |
407.500 |
$66.000 |
M | 0.4 |
| 0090 | TEST PILES | 08033M | 30.800 |
30.800 |
$73.880 |
M | 0.0 |
| 0091 | STEEL REINF-EPOXY COATED | 08151M | 23,895.000 |
23,895.000 |
$1.300 |
KG | 0.5 |
| 0092 | PRECAST PC I BEAM TYPE 5 | 08636M | 164.600 |
164.600 |
$474.770 |
M | 1.2 |
| 0093 | PILE POINTS-12 INCH | 08094 | 30.000 |
30.000 |
$75.080 |
EACH | 0.0 |
| 0094 | APPROACH SLAB | 08500M | 204.000 |
204.000 |
$121.160 |
SQ M | 0.4 |
| 0095 | HANDRAIL-METAL BIKE RAILING | 08256M | 67.000 |
67.000 |
$124.110 |
M | 0.1 |
| 0096 | STRUCTURAL STEEL (STA 28+555.95 EB) (APPROX 897 KG) | 08160 | 1.000 |
1.000 |
$4,235.000 |
LS | 0.1 |
Category Total $276,063.70 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | GRAVES COUNTY STA 28.626 - CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0097 | CONCRETE-CLASS A | 08100M | 756.600 |
756.600 |
$298.450 |
CU M | 3.4 |
| 0098 | STEEL REINFORCEMENT | 08150M | 63,544.000 |
63,544.000 |
$1.180 |
KG | 1.1 |
| 0099 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$0.010 |
LS | 0.0 |
| 0100 | FOUNDATION PREPARATION STA 28+626 | 08003 | 1.000 |
1.000 |
$14,280.000 |
LS | 0.2 |
Category Total $315,069.20 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0005 | CATEGORY Description | ROADWAY | CALLOWAY COUNTY - CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0101 | EMBANKMENT IN PLACE | 02230M | 148,431.000 |
148,431.000 |
$2.820 |
CU M | 6.3 |
| 0102 | SPECIAL EMBANKMENT IMPERVIOUS CLAY | 02233M | 1,450.000 |
1,450.000 |
$20.000 |
CU M | 0.4 |
| 0103 | CYCLOPEAN STONE RIP RAP | 08019M | 1,152.000 |
1,152.000 |
$18.570 |
MTON | 0.3 |
| 0104 | CONCRETE-CLASS A ROADWAY CALLOWAY | 08100M | 22.860 |
22.860 |
$605.000 |
CU M | 0.2 |
| 0105 | STEEL REINFORCEMENT ROADWAY CALLOWAY | 08150M | 687.700 |
687.700 |
$2.000 |
KG | 0.0 |
| 0106 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 740.000 |
740.000 |
$0.390 |
M | 0.0 |
| 0107 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 1,334.000 |
1,334.000 |
$0.590 |
M | 0.0 |
| 0108 | SIGNS | 02562M | 20.340 |
20.340 |
$95.000 |
SQ M | 0.0 |
| 0109 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$200.000 |
EACH | 0.0 |
| 0110 | REMOVE PIPE | 01310M | 20.000 |
20.000 |
$15.000 |
M | 0.0 |
| 0111 | REMOVE PAVEMENT | 02091M | 110.000 |
110.000 |
$3.500 |
SQ M | 0.0 |
| 0112 | CULVERT PIPE-450 MM | 00462M | 355.200 |
355.200 |
$85.000 |
M | 0.5 |
| 0113 | CULVERT PIPE-600 MM | 00464M | 126.800 |
126.800 |
$98.000 |
M | 0.2 |
| 0114 | CULVERT PIPE-750 MM | 00466M | 63.800 |
63.800 |
$120.000 |
M | 0.1 |
| 0115 | CULVERT PIPE-1050 MM | 00469M | 135.300 |
135.300 |
$195.000 |
M | 0.4 |
| 0116 | CULVERT PIPE-1200 MM | 00470M | 77.600 |
77.600 |
$215.000 |
M | 0.3 |
| 0117 | CULVERT PIPE-600 MM EQUIV | 00492M | 14.300 |
14.300 |
$125.000 |
M | 0.0 |
| 0118 | ENTRANCE PIPE-375 MM | 00440M | 31.800 |
31.800 |
$40.000 |
M | 0.0 |
| 0119 | ENTRANCE PIPE-600 MM EQUIV | 00452M | 10.500 |
10.500 |
$65.000 |
M | 0.0 |
| 0120 | PERFORATED PIPE-100 MM | 01000M | 48.800 |
48.800 |
$15.000 |
M | 0.0 |
| 0121 | NON-PERFORATED PIPE-100 MM | 01010M | 15.200 |
15.200 |
$15.000 |
M | 0.0 |
| 0122 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0123 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0124 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0125 | DROP BOX INLET TYPE 5D | 01511 | 13.000 |
13.000 |
$2,000.000 |
EACH | 0.4 |
| 0126 | METAL END SECTION TY 1-15 INCH | 01370 | 6.000 |
6.000 |
$390.000 |
EACH | 0.0 |
| 0127 | METAL END SECTION TY 1-24 INCH | 01373 | 2.000 |
2.000 |
$900.000 |
EACH | 0.0 |
| 0128 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0129 | METAL END SECTION TY 3-24 INCH | 01393 | 4.000 |
4.000 |
$550.000 |
EACH | 0.0 |
| 0130 | METAL END SECTION TY 3-42 INCH | 01396 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0131 | METAL END SECTION TY 4-18 INCH | 01411 | 4.000 |
4.000 |
$475.000 |
EACH | 0.0 |
| 0132 | SEEDING AND PROTECTION | 05985M | 92,197.000 |
92,197.000 |
$0.240 |
SQ M | 0.3 |
| 0133 | TEMP SEEDING AND PROTECTION | 05953M | 9,220.000 |
9,220.000 |
$0.200 |
SQ M | 0.0 |
| 0134 | SPECIAL SEEDING CROWN VETCH | 05989M | 21,275.000 |
21,275.000 |
$0.220 |
SQ M | 0.1 |
| 0135 | EROSION CONTROL BLANKET | 05950M | 20,019.000 |
20,019.000 |
$1.450 |
SQ M | 0.4 |
| 0136 | SILT TRAP TYPE B | 02704 | 27.000 |
27.000 |
$200.000 |
EACH | 0.1 |
| 0137 | CLEAN SILT TRAP TYPE B | 02707 | 54.000 |
54.000 |
$50.000 |
EACH | 0.0 |
| 0138 | SILT CHECK | 02705 | 151.000 |
151.000 |
$55.000 |
EACH | 0.1 |
| 0139 | CLEAN SILT CHECK | 02708 | 302.000 |
302.000 |
$15.000 |
EACH | 0.1 |
| 0140 | TEMPORARY SILT FENCE | 02701M | 784.000 |
784.000 |
$5.000 |
M | 0.1 |
| 0141 | CLEAN TEMPORARY SILT FENCE | 02709M | 1,568.000 |
1,568.000 |
$1.000 |
M | 0.0 |
| 0142 | TEMPORARY MULCH | 05952M | 9,220.000 |
9,220.000 |
$0.120 |
SQ M | 0.0 |
| 0143 | CHANNEL LINING CLASS II | 02483M | 3,164.000 |
3,164.000 |
$18.000 |
MTON | 0.9 |
| 0144 | CHANNEL LINING CLASS III | 02484M | 802.000 |
802.000 |
$18.000 |
MTON | 0.2 |
| 0145 | FABRIC-GEOTEXTILE TYPE I | 02596M | 8,320.000 |
8,320.000 |
$1.350 |
SQ M | 0.2 |
| 0146 | R/W MARKER RURAL TYPE 2 | 02435 | 18.000 |
18.000 |
$60.000 |
EACH | 0.0 |
| 0147 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 4,917.000 |
4,917.000 |
$10.250 |
M | 0.8 |
| 0148 | EDGE KEY MODIFIED | 02585M | 7.200 |
7.200 |
$60.000 |
M | 0.0 |
| 0149 | CRUSHED STONE BASE | 00003M | 3,984.000 |
3,984.000 |
$15.430 |
MTON | 0.9 |
| 0150 | ASPHALT CURING SEAL | 00358M | 3.000 |
3.000 |
$300.000 |
MTON | 0.0 |
| 0151 | EMULSIFIED ASPHALT RS-2 | 00291M | 2.000 |
2.000 |
$425.000 |
MTON | 0.0 |
| 0152 | ASPHALT SEAL AGGREGATE | 00100M | 12.000 |
12.000 |
$50.000 |
MTON | 0.0 |
| 0153 | CEMENT STABILIZED ROADBED | 00008M | 2,519.000 |
2,519.000 |
$1.730 |
SQ M | 0.1 |
| 0154 | CEMENT | 02542M | 55.000 |
55.000 |
$97.200 |
MTON | 0.1 |
| 0155 | SAND FOR BLOTTER | 02702M | 7.000 |
7.000 |
$11.960 |
MTON | 0.0 |
| 0156 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 527.000 |
527.000 |
$40.230 |
MTON | 0.3 |
| 0157 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 676.000 |
676.000 |
$40.660 |
MTON | 0.4 |
| 0158 | CL2 ASPH BASE 19.0D PG70-22 | 00222M | 334.000 |
334.000 |
$44.550 |
MTON | 0.2 |
| 0159 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 209.000 |
209.000 |
$44.100 |
MTON | 0.1 |
| 0160 | CLEARING AND GRUBBING CALLOWAY (21 HECTARES) | 02545 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 0161 | STAKING CALLOWAY | 02726 | 1.000 |
1.000 |
$14,000.000 |
LS | 0.2 |
| 0162 | MAINTAIN & CONTROL TRAFFIC CALLOWAY | 02650 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
Category Total $1,027,985.28 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | CALLOWAY COUNTY STA 30+983.53 WB- CPES SUBSECTION F |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0163 | STRUCTURE GRANULAR BACKFILL | 02231M | 70.000 |
70.000 |
$29.550 |
CU M | 0.0 |
| 0164 | MASONRY COATING | 02998M | 459.000 |
459.000 |
$7.880 |
SQ M | 0.1 |
| 0165 | CONCRETE-CLASS A | 08100M | 106.900 |
106.900 |
$298.450 |
CU M | 0.5 |
| 0166 | CONCRETE-CLASS AA | 08104M | 194.300 |
194.300 |
$492.500 |
CU M | 1.4 |
| 0167 | PILES-STEEL HP310X79 | 08046M | 238.600 |
263.600 |
$66.000 |
M | 0.2 |
| 0168 | PILES-STEEL HP360X132 | 08051M | 134.400 |
134.400 |
$94.560 |
M | 0.2 |
| 0169 | TEST PILES | 08033M | 44.300 |
44.300 |
$73.880 |
M | 0.0 |
| 0170 | STEEL REINF-EPOXY COATED | 08151M | 34,107.000 |
34,107.000 |
$1.300 |
KG | 0.7 |
| 0171 | STEEL REINFORCEMENT | 08150M | 2,317.000 |
2,317.000 |
$1.180 |
KG | 0.0 |
| 0172 | PRECAST PC I BEAM TYPE 3 | 08633M | 216.800 |
216.800 |
$359.530 |
M | 1.2 |
| 0173 | PILE POINTS-12 INCH | 08094 | 20.000 |
20.000 |
$75.080 |
EACH | 0.0 |
| 0174 | PILE POINTS-14 INCH | 08095 | 10.000 |
10.000 |
$97.170 |
EACH | 0.0 |
| 0175 | APPROACH SLAB | 08500M | 204.000 |
204.000 |
$121.160 |
SQ M | 0.4 |
| 0176 | HANDRAIL-METAL BKIE RAILING | 08256M | 87.000 |
87.000 |
$124.110 |
M | 0.2 |
| 0177 | STRUCTURAL STEEL (STA 30+983.53 WB) (APPROX 494 KG) | 08160 | 1.000 |
1.000 |
$4,040.000 |
LS | 0.1 |
Category Total $332,058.59 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | CALLOWAY COUNTY STA 30+983.53 EB- CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0178 | STRUCTURE GRANULAR BACKFILL | 02231M | 106.000 |
106.000 |
$29.550 |
CU M | 0.0 |
| 0179 | MASONRY COATING | 02998M | 703.000 |
703.000 |
$7.880 |
SQ M | 0.1 |
| 0180 | CONCRETE-CLASS A | 08100M | 103.700 |
103.700 |
$298.450 |
CU M | 0.5 |
| 0181 | CONCRETE-CLASS AA | 08104M | 284.900 |
284.900 |
$492.500 |
CU M | 2.1 |
| 0182 | PILES-STEEL HP310X79 | 08046M | 362.700 |
362.700 |
$66.000 |
M | 0.4 |
| 0183 | PILES-STEEL HP360X132 | 08051M | 160.900 |
166.560 |
$94.560 |
M | 0.2 |
| 0184 | TEST PILES | 08033M | 43.300 |
43.300 |
$73.880 |
M | 0.0 |
| 0185 | STEEL REINF-EPOXY COATED | 08151M | 47,930.000 |
47,930.000 |
$1.300 |
KG | 0.9 |
| 0186 | STEEL REINFORCEMENT | 08150M | 2,178.000 |
2,178.000 |
$1.180 |
KG | 0.0 |
| 0187 | PRECAST PC I BEAM TYPE 5 | 08636M | 306.700 |
306.700 |
$474.770 |
M | 2.2 |
| 0188 | PILE POINTS-12 INCH | 08094 | 30.000 |
30.000 |
$75.080 |
EACH | 0.0 |
| 0189 | PILE POINTS-14 INCH | 08095 | 12.000 |
12.000 |
$97.170 |
EACH | 0.0 |
| 0190 | APPROACH SLAB | 08500M | 204.000 |
204.000 |
$121.160 |
SQ M | 0.4 |
| 0191 | HANDRAIL-METAL BIKE RAILING | 08256M | 123.000 |
123.000 |
$124.110 |
M | 0.2 |
| 0192 | STRUCTURAL STEEL (STA 30+983.53 EB) (APPROX 891 KG) | 08160 | 1.000 |
1.000 |
$4,140.000 |
LS | 0.1 |
Category Total $480,317.97 |
| SM- Project | X121008004001 | CATEGORY NUMBER | 0008 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION | CPES SUBSECTION H |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0193 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$150,000.000 |
LS | 2.3 |
| 0194 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$96,211.337 |
LS | 1.4 |
| 0195 | FUEL ADJUSTMENT | 10020NS | 0.001 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $246,211.33 |