|
Item List 041119 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041119 | Primary Project Number | D115055504119 |
| Contract Description | BLUEGRASS PARKWAY-TAYLORSVILLE LAKE ROAD (KY 555) | ||
| Primary County | NELSON | Fed/St Number | STPR 55-1(28) |
| Vendor ID | 02616 | Vendor Name | HI-VIEW LLC |
| Bid Amount | $ 18,000,000.02 | ||
| SM- Project | D115055504119 |
| Fed/State Number | STPR 55-1(28) |
| Project Description | BLUEGRASS PARKWAY-TAYLORSVILLE LAKE ROAD (KY 555) |
| *********** |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | WASHINGTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001M | 2,263.800 |
2,263.800 |
$19.560 |
MTON | 0.2 |
| 0020 | LIME STABILIZED ROADBED | 00013M | 3,037.800 |
707.870 |
$3.000 |
SQ M | 0.1 |
| 0030 | LIME | 00014M | 59.100 |
59.100 |
$100.000 |
MTON | 0.0 |
| 0040 | TRAFFIC BOUND BASE | 00020M | 5,469.000 |
5,469.000 |
$16.100 |
MTON | 0.5 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 5.000 |
5.000 |
$75.000 |
MTON | 0.0 |
| 0060 | ASPHALT SEAL AGGREGATE | 00100M | 9.500 |
9.500 |
$50.000 |
MTON | 0.0 |
| 0070 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 663.800 |
663.800 |
$50.070 |
MTON | 0.2 |
| 0080 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 866.300 |
866.300 |
$50.070 |
MTON | 0.2 |
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291M | 1.100 |
1.100 |
$650.000 |
MTON | 0.0 |
| 0100 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 286.500 |
286.500 |
$55.100 |
MTON | 0.1 |
| 0110 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 307.500 |
307.500 |
$55.100 |
MTON | 0.1 |
| 0120 | ASPHALT CURING SEAL | 00358M | 1.600 |
1.600 |
$350.000 |
MTON | 0.0 |
| 0130 | ENTRANCE PIPE-375 MM | 00440M | 110.900 |
110.900 |
$50.040 |
M | 0.0 |
| 0140 | ENTRANCE PIPE-600 MM | 00443M | 62.000 |
62.000 |
$81.640 |
M | 0.0 |
| 0150 | CULVERT PIPE-450 MM | 00462M | 115.800 |
115.800 |
$161.240 |
M | 0.1 |
| 0160 | CULVERT PIPE-600 MM | 00464M | 217.600 |
217.600 |
$195.480 |
M | 0.2 |
| 0170 | CULVERT PIPE-750 MM | 00466M | 123.500 |
123.500 |
$327.100 |
M | 0.2 |
| 0180 | PERFORATED PIPE-100 MM | 01000M | 40.200 |
40.200 |
$25.000 |
M | 0.0 |
| 0190 | NON-PERFORATED PIPE-100 MM | 01010M | 15.600 |
15.600 |
$30.000 |
M | 0.0 |
| 0200 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
| 0210 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 3.000 |
3.000 |
$550.000 |
EACH | 0.0 |
| 0220 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0230 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0240 | FILL AND CAP WELL | 01711 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0250 | REMOVE PAVEMENT | 02091M | 477.000 |
477.000 |
$5.000 |
SQ M | 0.0 |
| 0260 | ROADWAY EXCAVATION | 02200M | 488,111.000 |
488,111.000 |
$2.980 |
CU M | 8.1 |
| 0270 | GRANULAR EMBANKMENT | 02223M | 40.000 |
40.000 |
$25.000 |
CU M | 0.0 |
| 0280 | WATER | 02242M | 7,200.000 |
7,200.000 |
$2.000 |
CU M | 0.1 |
| 0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 180.000 |
180.000 |
$54.600 |
M | 0.1 |
| 0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$50.000 |
EACH | 0.0 |
| 0310 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0320 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$630.000 |
EACH | 0.0 |
| 0330 | REMOVE GUARDRAIL | 02381M | 71.000 |
71.000 |
$4.950 |
M | 0.0 |
| 0340 | R/W MARKER RURAL TYPE 1 | 02434 | 56.000 |
56.000 |
$70.000 |
EACH | 0.0 |
| 0350 | CHANNEL LINING CLASS IA | 02482M | 142.000 |
142.000 |
$75.000 |
MTON | 0.1 |
| 0360 | CHANNEL LINING CLASS II | 02483M | 681.000 |
681.000 |
$18.150 |
MTON | 0.1 |
| 0370 | CHANNEL LINING CLASS III | 02484M | 1,199.000 |
1,199.000 |
$20.490 |
MTON | 0.1 |
| 0380 | CLEARING AND GRUBBING 18 HECTARES | 02545 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.3 |
| 0381 | SIGNS | 02562M | 43.000 |
43.000 |
$50.000 |
SQ M | 0.0 |
| 0390 | EDGE KEY MODIFIED | 02585M | 23.000 |
23.000 |
$100.000 |
M | 0.0 |
| 0400 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 270.000 |
270.000 |
$1.750 |
SQ M | 0.0 |
| 0410 | MAINTAIN & CONTROL TRAFFIC WASHINGTON CO. | 02650 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.2 |
| 0420 | MOBILIZATION FOR MILL & TEXT WASHINGTON CO. | 02676 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 0430 | ASPH PAVE MILLING & TEXTURING | 02677M | 186.100 |
186.100 |
$34.500 |
MTON | 0.0 |
| 0440 | TEMPORARY SILT FENCE | 02701M | 363.000 |
363.000 |
$15.000 |
M | 0.0 |
| 0450 | SAND FOR BLOTTER | 02702M | 3.600 |
3.600 |
$50.000 |
MTON | 0.0 |
| 0460 | SILT TRAP TYPE B | 02704 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0470 | SILT CHECK TYPE II | 02705 | 103.000 |
103.000 |
$100.000 |
EACH | 0.1 |
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0490 | CLEAN SILT CHECK | 02708 | 206.000 |
206.000 |
$50.000 |
EACH | 0.1 |
| 0500 | CLEAN TEMPORARY SILT FENCE | 02709M | 726.000 |
726.000 |
$6.000 |
M | 0.0 |
| 0510 | SEDIMENTATION BASIN | 02711M | 267.000 |
267.000 |
$40.000 |
CU M | 0.1 |
| 0520 | CLEAN SEDIMENTATION BASIN | 02712M | 534.000 |
534.000 |
$10.000 |
CU M | 0.0 |
| 0530 | STAKING WASHINGTON CO. | 02726 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.3 |
| 0540 | EROSION CONTROL BLANKET | 05950M | 6,084.000 |
6,084.000 |
$1.300 |
SQ M | 0.0 |
| 0550 | TEMP SEEDING AND PROTECTION | 05953M | 7,900.000 |
7,900.000 |
$0.220 |
SQ M | 0.0 |
| 0560 | TOPDRESSING FERTILIZER | 05966M | 8.800 |
8.800 |
$380.000 |
MTON | 0.0 |
| 0570 | SEEDING AND PROTECTION | 05985M | 156,450.000 |
156,450.000 |
$0.220 |
SQ M | 0.2 |
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989M | 78,700.000 |
78,700.000 |
$0.250 |
SQ M | 0.1 |
| 0590 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 72.000 |
72.000 |
$0.490 |
M | 0.0 |
| 0600 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 720.000 |
720.000 |
$0.490 |
M | 0.0 |
| 0610 | PAVEMENT MARKER TYPE V-BY | 06591 | 15.000 |
15.000 |
$20.000 |
EACH | 0.0 |
| 0620 | CONCRETE-CLASS A | 08100M | 13.010 |
13.010 |
$1,000.000 |
CU M | 0.1 |
| 0630 | STEEL REINFORCEMENT | 08150M | 170.200 |
170.200 |
$3.000 |
KG | 0.0 |
| 0640 | QC FOR EMBANKMENT AND SUBGRADE WASHINGTON CO. | 20182ES182 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.3 |
| 0650 | REMOVE GRAVEL PAVEMENT | 20369ED | 169.000 |
169.000 |
$5.000 |
SQ M | 0.0 |
| 8000 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8001 | MOBILIZATION WASHINGTON (C115) | 02568 | 0.000 |
1.000 |
$158,100.000 |
LS | 0.0 |
| 8002 | DEMOBILIZATION WASHINGTON (C115) | 02569 | 0.000 |
1.000 |
$80,306.560 |
LS | 0.0 |
| 8007 | FABRIC-GEOTEXTILE TYPE IV for pipe backfill | 02599M | 0.000 |
2,015.000 |
$2.390 |
SQ M | 0.0 |
| 8013 | TEMPORARY MULCH Washington Co | 05952M | 0.000 |
10,000.000 |
$0.160 |
SQ M | 0.0 |
| 8016 | FUEL ADJUSTMENT WASHINGTON CO | 10020NS | 0.000 |
29,994.370 |
$1.000 |
DOLL | 0.0 |
| 8018 | LOT PAY ADJUSTMENT - | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8019 | ASPHALT ADJUSTMENT WASHINGTON | 10030NS | 0.000 |
1,453.700 |
$1.000 |
DOLL | 0.0 |
| 8029 | GUARDRAIL-STEEL W BEAM-S FACE Material Only | 02351M | 0.000 |
1,888.610 |
$37.560 |
M | 0.0 |
| 8030 | GUARDRAIL TERMINAL SECTION NO 1 Material Only | 02360 | 0.000 |
8.000 |
$26.500 |
EACH | 0.0 |
| 8031 | GUARDRAIL END TREATMENT TYPE 1 Material Only | 02367 | 0.000 |
4.000 |
$1,590.000 |
EACH | 0.0 |
| 8032 | GUARDRAIL END TREATMENT TYPE 2A Material Only | 02369 | 0.000 |
1.000 |
$270.300 |
EACH | 0.0 |
| 8033 | GUARDRAIL END TREATMENT TYPE 7 Material Only | 02371 | 0.000 |
15.000 |
$477.000 |
EACH | 0.0 |
| 8034 | GUARDRAIL END TREATMENT TYPE 4A Material Only | 02391 | 0.000 |
1.000 |
$1,325.000 |
EACH | 0.0 |
Category Total $2,255,605.46 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | WASHINGTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0660 | STRUCTURE GRANULAR BACKFILL | 02231M | 67.000 |
67.000 |
$35.000 |
CU M | 0.0 |
| 0670 | MASONRY COATING | 02998M | 2,951.000 |
2,951.000 |
$8.000 |
SQ M | 0.1 |
| 0680 | ARMORED EDGE FOR CONCRETE | 03299M | 24.000 |
24.000 |
$174.000 |
M | 0.0 |
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 410.000 |
680.000 |
$66.000 |
CU M | 0.2 |
| 0700 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.6 |
| 0710 | CYCLOPEAN STONE RIP RAP | 08019M | 1,130.000 |
1,130.000 |
$21.000 |
MTON | 0.1 |
| 0720 | TEST PILES | 08033M | 43.000 |
43.000 |
$154.000 |
M | 0.0 |
| 0730 | PILES-STEEL HP360X132 | 08051M | 629.000 |
629.000 |
$154.000 |
M | 0.5 |
| 0740 | PILE POINTS-360 MM | 08095M | 40.000 |
40.000 |
$107.000 |
EACH | 0.0 |
| 0750 | CONCRETE-CLASS A | 08100M | 1,912.000 |
1,912.000 |
$295.000 |
CU M | 3.1 |
| 0760 | CONCRETE-CLASS AA | 08104M | 882.800 |
882.800 |
$541.000 |
CU M | 2.7 |
| 0770 | STEEL REINFORCEMENT | 08150M | 175,258.000 |
176,049.840 |
$1.660 |
KG | 1.6 |
| 0780 | STEEL REINF-EPOXY COATED | 08151M | 143,240.000 |
143,240.000 |
$1.980 |
KG | 1.6 |
| 0790 | EXPANSION DAM-100 MM NEOPRENE | 08472M | 24.000 |
24.000 |
$471.000 |
M | 0.1 |
| 0800 | PRECAST PC I BEAM TYPE 7 | 08637M | 1,033.500 |
1,033.500 |
$920.000 |
M | 5.3 |
| 8010 | CONCRETE-CLASS A Mass Concrete placed under footing Piers 2 and 3 | 08100M | 0.000 |
106.500 |
$194.110 |
CU M | 0.0 |
| 8011 | GRANULAR PILE CORE | 20209MP69 | 0.000 |
3,628.000 |
$20.250 |
CU M | 0.0 |
| 8012 | PERFORATED PIPE-200 MM from granular pile core | 01002M | 0.000 |
400.000 |
$28.000 |
M | 0.0 |
Category Total $2,866,989.28 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0004 | CATEGORY Description | ROADWAY NELSON | NELSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0830 | DGA BASE | 00001M | 2,019.400 |
2,019.400 |
$19.560 |
MTON | 0.2 |
| 0840 | LIME STABILIZED ROADBED | 00013M | 7,719.000 |
7,356.980 |
$3.000 |
SQ M | 0.1 |
| 0850 | LIME | 00014M | 150.100 |
150.100 |
$100.000 |
MTON | 0.1 |
| 0860 | TRAFFIC BOUND BASE | 00020M | 3,846.000 |
3,846.000 |
$16.100 |
MTON | 0.3 |
| 0870 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 10.000 |
10.000 |
$75.000 |
MTON | 0.0 |
| 0880 | ASPHALT SEAL AGGREGATE | 00100M | 24.100 |
24.100 |
$50.000 |
MTON | 0.0 |
| 0890 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 345.700 |
345.700 |
$50.070 |
MTON | 0.1 |
| 0900 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 2,152.500 |
2,152.500 |
$50.070 |
MTON | 0.6 |
| 0910 | EMULSIFIED ASPHALT RS-2 | 00291M | 2.900 |
2.900 |
$650.000 |
MTON | 0.0 |
| 0920 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 154.800 |
154.800 |
$55.100 |
MTON | 0.0 |
| 0930 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 301.100 |
301.100 |
$55.100 |
MTON | 0.1 |
| 0940 | ASPHALT CURING SEAL | 00358M | 4.000 |
4.000 |
$350.000 |
MTON | 0.0 |
| 0950 | ENTRANCE PIPE-375 MM | 00440M | 61.500 |
61.500 |
$50.040 |
M | 0.0 |
| 0960 | ENTRANCE PIPE-450 MM | 00441M | 13.900 |
13.900 |
$60.620 |
M | 0.0 |
| 0970 | ENTRANCE PIPE-600 MM | 00443M | 19.600 |
19.600 |
$81.640 |
M | 0.0 |
| 0980 | CULVERT PIPE-450 MM | 00462M | 140.900 |
140.900 |
$161.240 |
M | 0.1 |
| 0990 | CULVERT PIPE-600 MM | 00464M | 38.700 |
38.700 |
$195.480 |
M | 0.0 |
| 1000 | CULVERT PIPE-750 MM | 00466M | 162.800 |
162.800 |
$327.100 |
M | 0.3 |
| 1010 | PERFORATED PIPE-100 MM | 01000M | 92.100 |
92.100 |
$25.000 |
M | 0.0 |
| 1020 | NON-PERFORATED PIPE-100 MM | 01010M | 33.600 |
33.600 |
$30.000 |
M | 0.0 |
| 1030 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1040 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 1050 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 3.000 |
3.000 |
$550.000 |
EACH | 0.0 |
| 1060 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 4.000 |
4.000 |
$550.000 |
EACH | 0.0 |
| 1070 | FILL AND CAP WELL | 01711 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 1080 | REMOVE PAVEMENT | 02091M | 940.000 |
940.000 |
$5.000 |
SQ M | 0.0 |
| 1090 | GRANULAR EMBANKMENT | 02223M | 460.000 |
460.000 |
$25.000 |
CU M | 0.1 |
| 1100 | EMBANKMENT IN PLACE | 02230M | 465,317.000 |
465,317.000 |
$3.000 |
CU M | 7.8 |
| 1110 | WATER | 02242M | 6,870.000 |
6,870.000 |
$2.000 |
CU M | 0.1 |
| 1120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 302.000 |
4.000 |
$54.600 |
M | 0.1 |
| 1130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 1140 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.0 |
| 1150 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$785.000 |
EACH | 0.0 |
| 1160 | R/W MARKER RURAL TYPE 1 | 02434 | 53.000 |
53.000 |
$70.000 |
EACH | 0.0 |
| 1170 | CHANNEL LINING CLASS II | 02483M | 1,520.000 |
1,520.000 |
$18.150 |
MTON | 0.2 |
| 1180 | CHANNEL LINING CLASS III | 02484M | 1,240.000 |
1,240.000 |
$20.490 |
MTON | 0.1 |
| 1190 | CLEARING AND GRUBBING 20.19 HECTARES | 02545 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.3 |
| 1191 | SIGNS | 02562M | 15.000 |
15.000 |
$50.000 |
SQ M | 0.0 |
| 1200 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 3,060.000 |
3,060.000 |
$1.750 |
SQ M | 0.0 |
| 1210 | MAINTAIN & CONTROL TRAFFIC NELSON CO. | 02650 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 1230 | TEMPORARY SILT FENCE | 02701M | 393.000 |
393.000 |
$15.000 |
M | 0.0 |
| 1240 | SAND FOR BLOTTER | 02702M | 8.900 |
8.900 |
$50.000 |
MTON | 0.0 |
| 1250 | SILT TRAP TYPE B | 02704 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 1260 | SILT CHECK TYPE II | 02705 | 99.000 |
99.000 |
$100.000 |
EACH | 0.1 |
| 1270 | CLEAN SILT TRAP TYPE B | 02707 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 1280 | CLEAN SILT CHECK | 02708 | 198.000 |
198.000 |
$50.000 |
EACH | 0.1 |
| 1290 | CLEAN TEMPORARY SILT FENCE | 02709M | 786.000 |
786.000 |
$6.000 |
M | 0.0 |
| 1300 | SEDIMENTATION BASIN | 02711M | 642.000 |
642.000 |
$40.000 |
CU M | 0.1 |
| 1310 | CLEAN SEDIMENTATION BASIN | 02712M | 1,284.000 |
1,284.000 |
$10.000 |
CU M | 0.1 |
| 1320 | STAKING NELSON CO. | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.3 |
| 1340 | STEEL PIPE-63 MM | 03340M | 26.600 |
26.600 |
$100.000 |
M | 0.0 |
| 1350 | STEEL PIPE-100 MM | 03343M | 26.000 |
26.000 |
$125.000 |
M | 0.0 |
| 1360 | EROSION CONTROL BLANKET | 05950M | 7,276.000 |
7,276.000 |
$1.300 |
SQ M | 0.1 |
| 1370 | TEMP SEEDING AND PROTECTION | 05953M | 9,000.000 |
9,000.000 |
$0.220 |
SQ M | 0.0 |
| 1380 | TOPDRESSING FERTILIZER | 05966M | 10.100 |
10.100 |
$380.000 |
MTON | 0.0 |
| 1390 | SEEDING AND PROTECTION | 05985M | 179,760.000 |
179,760.000 |
$0.220 |
SQ M | 0.2 |
| 1400 | SPECIAL SEEDING CROWN VETCH | 05989M | 51,100.000 |
51,100.000 |
$0.250 |
SQ M | 0.1 |
| 1410 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 186.000 |
186.000 |
$0.490 |
M | 0.0 |
| 1420 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 1,860.000 |
1,860.000 |
$0.490 |
M | 0.0 |
| 1430 | PAVEMENT MARKER TYPE V-BY | 06591 | 39.000 |
39.000 |
$20.000 |
EACH | 0.0 |
| 1440 | CONCRETE-CLASS A | 08100M | 12.880 |
12.880 |
$1,000.000 |
CU M | 0.1 |
| 1450 | STEEL REINFORCEMENT | 08150M | 290.000 |
290.000 |
$3.000 |
KG | 0.0 |
| 1460 | QC FOR EMBANKMENT AND SUBGRADE NELSON CO. | 20182ES182 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.3 |
| 1470 | REMOVE GRAVEL PAVEMENT | 20369ED | 214.000 |
214.000 |
$5.000 |
SQ M | 0.0 |
| 2310 | SETTLEMENT PLATFORM | 02692 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8003 | MOBILIZATION NELSON (C090) | 02568 | 0.000 |
1.000 |
$66,300.000 |
LS | 0.0 |
| 8004 | DEMOBILIZATION NELSON (C090) | 02569 | 0.000 |
1.000 |
$33,676.960 |
LS | 0.0 |
| 8008 | FABRIC-GEOTEXTILE TYPE IV fabric for pipe backfill | 02599M | 0.000 |
1,520.000 |
$2.390 |
SQ M | 0.0 |
| 8014 | TEMPORARY MULCH Nelson Co | 05952M | 0.000 |
35,000.000 |
$0.160 |
SQ M | 0.0 |
| 8017 | FUEL ADJUSTMENT NESLSON | 10020NS | 0.000 |
33,136.150 |
$1.000 |
DOLL | 0.0 |
| 8021 | ASPHALT ADJUSTMENT NELSON | 10030NS | 0.000 |
0.001 |
$0.000 |
DOLL | 0.0 |
Category Total $2,253,761.76 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0005 | CATEGORY Description | LANDSCAPING | NELSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1480 | SHADE TREES NELSON CO. | 20367ES724 | 1.000 |
1.000 |
$17,295.000 |
LS | 0.1 |
| 1490 | RIPARIAN ZONE SEEDING NELSON CO. | 20368ES724 | 1.000 |
1.000 |
$6,300.000 |
LS | 0.0 |
Category Total $23,595.00 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0007 | CATEGORY Description | ROADWAY ANDERSON | ANDERSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0818 | FUEL ADJUSTMENT ANDERSON | 10020NS | 0.000 |
119,160.280 |
$1.000 |
DOLL | 0.0 |
| 1520 | DGA BASE | 00001M | 11,324.900 |
7,479.380 |
$19.560 |
MTON | 1.2 |
| 1530 | LIME STABILIZED ROADBED | 00013M | 21,864.200 |
21,864.200 |
$3.000 |
SQ M | 0.4 |
| 1540 | LIME | 00014M | 425.000 |
425.000 |
$100.000 |
MTON | 0.2 |
| 1550 | TRAFFIC BOUND BASE | 00020M | 17,439.000 |
17,439.000 |
$16.100 |
MTON | 1.6 |
| 1560 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 32.000 |
32.000 |
$75.000 |
MTON | 0.0 |
| 1570 | ASPHALT SEAL AGGREGATE | 00100M | 68.300 |
68.300 |
$50.000 |
MTON | 0.0 |
| 1580 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 2,930.900 |
2,930.900 |
$50.070 |
MTON | 0.8 |
| 1590 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 8,777.500 |
8,777.500 |
$50.070 |
MTON | 2.4 |
| 1600 | EMULSIFIED ASPHALT RS-2 | 00291M | 8.300 |
8.300 |
$650.000 |
MTON | 0.0 |
| 1610 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 1,237.600 |
1,237.600 |
$55.100 |
MTON | 0.4 |
| 1620 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 895.900 |
895.900 |
$55.100 |
MTON | 0.3 |
| 1630 | ASPHALT CURING SEAL | 00358M | 11.800 |
11.800 |
$350.000 |
MTON | 0.0 |
| 1640 | ENTRANCE PIPE-375 MM | 00440M | 303.200 |
303.200 |
$50.040 |
M | 0.1 |
| 1650 | ENTRANCE PIPE-450 MM | 00441M | 66.900 |
66.900 |
$60.620 |
M | 0.0 |
| 1660 | ENTRANCE PIPE-600 MM | 00443M | 78.400 |
78.400 |
$81.640 |
M | 0.0 |
| 1670 | CULVERT PIPE-450 MM | 00462M | 760.300 |
760.300 |
$161.240 |
M | 0.7 |
| 1680 | CULVERT PIPE-600 MM | 00464M | 858.100 |
858.100 |
$195.480 |
M | 0.9 |
| 1690 | CULVERT PIPE-750 MM | 00466M | 1,348.300 |
1,348.300 |
$327.100 |
M | 2.5 |
| 1700 | CULVERT PIPE-900 MM | 00468M | 237.200 |
237.200 |
$261.800 |
M | 0.3 |
| 1710 | PERFORATED PIPE-100 MM | 01000M | 301.300 |
301.300 |
$25.000 |
M | 0.0 |
| 1720 | NON-PERFORATED PIPE-100 MM | 01010M | 103.200 |
103.200 |
$30.000 |
M | 0.0 |
| 1730 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1740 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1750 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 15.000 |
15.000 |
$550.000 |
EACH | 0.0 |
| 1760 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 13.000 |
13.000 |
$550.000 |
EACH | 0.0 |
| 1770 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.0 |
| 1780 | FILL AND CAP WELL | 01711 | 10.000 |
10.000 |
$2,000.000 |
EACH | 0.1 |
| 1790 | JPC PAVEMENT-150 MM | 02075M | 87.200 |
87.200 |
$100.000 |
SQ M | 0.0 |
| 1800 | REMOVE PAVEMENT | 02091M | 2,283.000 |
2,283.000 |
$5.000 |
SQ M | 0.1 |
| 1810 | GRANULAR EMBANKMENT | 02223M | 760.000 |
760.000 |
$25.000 |
CU M | 0.1 |
| 1820 | EMBANKMENT IN PLACE | 02230M | 1,905,898.000 |
1,896,812.050 |
$3.000 |
CU M | 31.8 |
| 1830 | WATER | 02242M | 31,700.000 |
31,700.000 |
$2.000 |
CU M | 0.4 |
| 1840 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 3,175.000 |
1,893.180 |
$54.600 |
M | 1.0 |
| 1850 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 13.000 |
13.000 |
$50.000 |
EACH | 0.0 |
| 1860 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 30.000 |
30.000 |
$785.000 |
EACH | 0.1 |
| 1870 | REMOVE GUARDRAIL | 02381M | 358.000 |
358.000 |
$4.950 |
M | 0.0 |
| 1880 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$2,440.000 |
EACH | 0.0 |
| 1890 | R/W MARKER RURAL TYPE 1 | 02434 | 324.000 |
324.000 |
$70.000 |
EACH | 0.1 |
| 1900 | CHANNEL LINING CLASS IA | 02482M | 133.000 |
133.000 |
$75.000 |
MTON | 0.1 |
| 1910 | CHANNEL LINING CLASS II | 02483M | 6,935.000 |
6,935.000 |
$18.150 |
MTON | 0.7 |
| 1920 | CHANNEL LINING CLASS III | 02484M | 8,379.000 |
8,379.000 |
$20.490 |
MTON | 1.0 |
| 1930 | CLEARING AND GRUBBING 76.84 HECTARES | 02545 | 1.000 |
1.000 |
$240,000.000 |
LS | 1.3 |
| 1931 | SIGNS | 02562M | 137.000 |
137.000 |
$50.000 |
SQ M | 0.0 |
| 1940 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 5,060.000 |
5,060.000 |
$1.750 |
SQ M | 0.0 |
| 1950 | MAINTAIN & CONTROL TRAFFIC ANDERSON CO. | 02650 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 1960 | MOBILIZATION FOR MILL & TEXT ANDERSON CO. | 02676 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 1970 | ASPH PAVE MILLING & TEXTURING | 02677M | 26.000 |
26.000 |
$34.500 |
MTON | 0.0 |
| 1980 | TEMPORARY SILT FENCE | 02701M | 1,730.000 |
1,730.000 |
$15.000 |
M | 0.1 |
| 1990 | SAND FOR BLOTTER | 02702M | 38.900 |
38.900 |
$50.000 |
MTON | 0.0 |
| 2000 | SILT TRAP TYPE B | 02704 | 12.000 |
12.000 |
$250.000 |
EACH | 0.0 |
| 2010 | SILT CHECK TYPE II | 02705 | 415.000 |
415.000 |
$100.000 |
EACH | 0.2 |
| 2020 | CLEAN SILT TRAP TYPE B | 02707 | 24.000 |
24.000 |
$100.000 |
EACH | 0.0 |
| 2030 | CLEAN SILT CHECK | 02708 | 830.000 |
830.000 |
$50.000 |
EACH | 0.2 |
| 2040 | CLEAN TEMPORARY SILT FENCE | 02709M | 3,460.000 |
3,460.000 |
$6.000 |
M | 0.1 |
| 2050 | SEDIMENTATION BASIN | 02711M | 3,993.000 |
3,993.000 |
$40.000 |
CU M | 0.9 |
| 2060 | CLEAN SEDIMENTATION BASIN | 02712M | 7,986.000 |
7,986.000 |
$10.000 |
CU M | 0.4 |
| 2070 | STAKING ANDERSON CO. | 02726 | 1.000 |
1.000 |
$120,000.000 |
LS | 0.7 |
| 2080 | EROSION CONTROL BLANKET | 05950M | 20,968.000 |
20,968.000 |
$1.300 |
SQ M | 0.2 |
| 2090 | TEMP SEEDING AND PROTECTION | 05953M | 33,800.000 |
33,800.000 |
$0.220 |
SQ M | 0.0 |
| 2100 | TOPDRESSING FERTILIZER | 05966M | 37.900 |
37.900 |
$380.000 |
MTON | 0.1 |
| 2110 | SEEDING AND PROTECTION | 05985M | 674,920.000 |
674,920.000 |
$0.220 |
SQ M | 0.8 |
| 2120 | SPECIAL SEEDING CROWN VETCH | 05989M | 350,000.000 |
350,000.000 |
$0.250 |
SQ M | 0.5 |
| 2130 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 256.000 |
256.000 |
$0.490 |
M | 0.0 |
| 2140 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 2,556.000 |
2,556.000 |
$0.490 |
M | 0.0 |
| 2150 | PAVEMENT MARKER TYPE V-BY | 06591 | 54.000 |
54.000 |
$20.000 |
EACH | 0.0 |
| 2160 | CONCRETE-CLASS A | 08100M | 76.210 |
76.210 |
$1,000.000 |
CU M | 0.4 |
| 2170 | STEEL REINFORCEMENT | 08150M | 2,132.200 |
2,132.200 |
$3.000 |
KG | 0.0 |
| 2180 | QC FOR EMBANKMENT AND SUBGRADE ANDERSON CO. | 20182ES182 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.6 |
| 8005 | MOBILIZATION ANDERSON (C003) | 02568 | 0.000 |
1.000 |
$285,600.000 |
LS | 0.0 |
| 8006 | DEMOBILIZATION ANDERSON (C003) | 02569 | 0.000 |
1.000 |
$145,069.940 |
LS | 0.0 |
| 8009 | FABRIC-GEOTEXTILE TYPE IV for pipe backfill | 02599M | 0.000 |
14,735.000 |
$2.390 |
SQ M | 0.0 |
| 8015 | TEMPORARY MULCH Anderson Co. | 05952M | 0.000 |
60,000.000 |
$0.160 |
SQ M | 0.0 |
| 8022 | ASPHALT ADJUSTMENT ANDERSON | 10030NS | 0.000 |
20,774.390 |
$1.000 |
DOLL | 0.0 |
Category Total $9,811,695.05 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0008 | CATEGORY Description | LANDSCAPING | ANDERSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2190 | SHADE TREES ANDERSON CO. | 20367ES724 | 1.000 |
1.000 |
$11,625.000 |
LS | 0.1 |
| 2200 | RIPARIAN ZONE SEEDING ANDERSON CO. | 20368ES724 | 1.000 |
1.000 |
$3,675.000 |
LS | 0.0 |
Category Total $15,300.00 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION | ANDERSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2210 | MOBILIZATION | 02568 | 1.000 |
0.000 |
$510,000.000 |
LS | 2.8 |
| 2220 | DEMOBILIZATION | 02569 | 1.000 |
0.000 |
$259,053.460 |
LS | 1.4 |
Category Total $769,053.46 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0010 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2230 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
| 2240 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
| 2250 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $4,000.00 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0003 | CATEGORY Description | FUEL & ASPHALT NON PARTICIPATING WASHINGTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8023 | FUEL ADJUSTMENT NON PARTICIPATING WASHINGTON | 10020NS | 0.000 |
25,021.490 |
$1.000 |
DOLL | 0.0 |
| 8026 | ASPHALT ADJUSTMENT NON PARTICIPATING WASHINGTON | 10030NS | 0.000 |
589.500 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0006 | CATEGORY Description | FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING NELSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8024 | FUEL ADJUSTMENT NON PARTICIPATING NELSON | 10020NS | 0.000 |
40,654.100 |
$1.000 |
DOLL | 0.0 |
| 8027 | ASPHALT ADJUSTMENT NON PARTICIPATING NELSON | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0011 | CATEGORY Description | FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING ANDERSON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8025 | FUEL ADJUSTMENT NON PARTICIPATING ANDERSON | 10020NS | 0.000 |
150,330.000 |
$1.000 |
DOLL | 0.0 |
| 8028 | ASPHALT ADJUSTMENT NON PARTICIPATING ANDERSON | 10030NS | 0.000 |
1,817.510 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D115055504119 | CATEGORY NUMBER | 0012 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS FY09 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8035 | FUEL ADJUSTMENT FY09 | 10020NS | 0.000 |
110,443.100 |
$1.000 |
DOLL | 0.0 |
| 8036 | ASPHALT ADJUSTMENT FY09 | 10030NS | 0.000 |
108.820 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |