|
Item List 051032 |
Date:06/01/2018 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051032 | Primary Project Number | DE08000400532 |
| Contract Description | INEZ-WARFIELD-KERMIT-W.VA. ROAD(KY40) | ||
| Primary County | MARTIN | Fed/St Number | STPR 40-1(61) |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 8,314,456.07 | ||
| SM- Project | DE08000400532 |
| Fed/State Number | STPR 40-1(61) |
| Project Description | INEZ-WARFIELD-KERMIT-W.VA. ROAD(KY40) |
| *********** |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003M | 8,175.900 |
8,663.800 |
$28.810 |
MTON | 2.8 |
| 0020 | ASPHALT SEAL AGGREGATE | 00100M | 89.000 |
57.380 |
$65.000 |
MTON | 0.1 |
| 0030 | LEVELING & WEDGING PG64-22 | 00190M | 43.200 |
86.400 |
$64.380 |
MTON | 0.0 |
| 0040 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 1,534.900 |
3,794.800 |
$59.330 |
MTON | 1.1 |
| 0050 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 9,865.000 |
9,235.506 |
$59.330 |
MTON | 7.0 |
| 0060 | CL3 ASPH BASE 25.0D PG76-22 | 00216M | 4,424.600 |
2,522.350 |
$68.340 |
MTON | 3.6 |
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291M | 10.700 |
7.140 |
$400.000 |
MTON | 0.1 |
| 0080 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 344.200 |
724.940 |
$64.380 |
MTON | 0.3 |
| 0090 | CL3 ASPH SURF 12.5B PG76-22 | 00326M | 2,633.400 |
2,424.330 |
$76.520 |
MTON | 2.4 |
| 0100 | CULVERT PIPE-450 MM | 00462M | 26.870 |
26.870 |
$210.000 |
M | 0.1 |
| 0110 | CULVERT PIPE-600 MM | 00464M | 73.200 |
63.820 |
$270.000 |
M | 0.2 |
| 0120 | CULVERT PIPE-750 MM | 00466M | 16.500 |
65.000 |
$216.000 |
M | 0.0 |
| 0130 | CULVERT PIPE-1200 MM | 00470M | 21.560 |
0.000 |
$475.000 |
M | 0.1 |
| 0140 | STORM SEWER PIPE-375 MM | 00521M | 14.870 |
7.620 |
$177.000 |
M | 0.0 |
| 0150 | STORM SEWER PIPE-450 MM | 00522M | 6.570 |
13.890 |
$196.000 |
M | 0.0 |
| 0160 | STORM SEWER PIPE-600 MM | 00524M | 40.620 |
0.000 |
$231.000 |
M | 0.1 |
| 0170 | PERFORATED PIPE-100 MM | 01000M | 80.000 |
0.000 |
$69.000 |
M | 0.1 |
| 0180 | NON-PERFORATED PIPE-100 MM | 01010M | 6.000 |
0.000 |
$36.000 |
M | 0.0 |
| 0190 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 2.000 |
0.000 |
$500.000 |
EACH | 0.0 |
| 0200 | S & F BOX INLET-OUTLET-600 MM | 01451M | 2.000 |
0.000 |
$2,700.000 |
EACH | 0.1 |
| 0210 | S & F BOX INLET-OUTLET-750 MM | 01452M | 1.000 |
2.000 |
$3,400.000 |
EACH | 0.0 |
| 0220 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
4.000 |
$2,800.000 |
EACH | 0.2 |
| 0230 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 0240 | DROP BOX INLET TYPE 10 | 01541 | 1.000 |
1.000 |
$2,300.000 |
EACH | 0.0 |
| 0250 | CONC MED BARR BOX INLET TY 9B1 | 01621 | 13.000 |
0.000 |
$4,500.000 |
EACH | 0.7 |
| 0260 | FLUME INLET TYPE 1 | 01690 | 2.000 |
0.000 |
$3,500.000 |
EACH | 0.1 |
| 0270 | FLUME INLET TYPE 2 | 01691 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0280 | STANDARD HEADER CURB | 01875M | 53.000 |
0.000 |
$56.000 |
M | 0.0 |
| 0290 | ISLAND HEADER CURB TYPE 1 | 01890M | 50.300 |
30.480 |
$56.000 |
M | 0.0 |
| 0300 | ASPHALT WEDGE CURB | 01897M | 384.290 |
11.600 |
$24.600 |
M | 0.1 |
| 0310 | CONC MEDIAN BARRIER TYPE 230A | 01999M | 623.900 |
633.679 |
$154.000 |
M | 1.2 |
| 0320 | REMOVE PAVEMENT | 02091M | 11,402.000 |
11,541.088 |
$2.500 |
SQ M | 0.3 |
| 0330 | TEMPORARY DITCH | 02159M | 753.000 |
0.000 |
$5.000 |
M | 0.0 |
| 0340 | ROADWAY EXCAVATION | 02200M | 468,614.000 |
468,614.000 |
$6.160 |
CU M | 34.7 |
| 0350 | WATER | 02242M | 200.000 |
3,786.800 |
$5.000 |
CU M | 0.0 |
| 0360 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 1,727.000 |
1,510.154 |
$16.250 |
M | 0.3 |
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,331.000 |
1,500.372 |
$52.000 |
M | 0.8 |
| 0380 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 7.000 |
7.000 |
$2,300.000 |
EACH | 0.2 |
| 0390 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 5.000 |
7.000 |
$3,100.000 |
EACH | 0.2 |
| 0400 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
0.000 |
$1,900.000 |
EACH | 0.0 |
| 0420 | CHANNEL LINING CLASS IV | 02488M | 300.000 |
189.460 |
$10.000 |
CU M | 0.0 |
| 0430 | CLEARING AND GRUBBING 11.85 HECTARES | 02545 | 1.000 |
1.000 |
$128,000.000 |
LS | 1.5 |
| 0440 | SIGNS | 02562M | 23.000 |
43.160 |
$100.000 |
SQ M | 0.0 |
| 0450 | EDGE KEY MODIFIED | 02585M | 38.800 |
92.927 |
$150.000 |
M | 0.1 |
| 0460 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.7 |
| 0470 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 3.000 |
2.000 |
$15,000.000 |
EACH | 0.5 |
| 0480 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0490 | ASPH PAVE MILLING & TEXTURING | 02677M | 29.800 |
120.190 |
$150.000 |
MTON | 0.1 |
| 0500 | TEMPORARY SILT FENCE | 02701M | 3,216.000 |
1,170.956 |
$6.000 |
M | 0.2 |
| 0510 | SILT TRAP TYPE B | 02704 | 38.000 |
2.000 |
$300.000 |
EACH | 0.1 |
| 0520 | SILT CHECK TYPE III | 02705 | 177.000 |
24.000 |
$75.000 |
EACH | 0.2 |
| 0530 | CLEAN SILT TRAP TYPE B | 02707 | 114.000 |
1.000 |
$100.000 |
EACH | 0.1 |
| 0540 | CLEAN SILT CHECK | 02708 | 531.000 |
29.000 |
$25.000 |
EACH | 0.2 |
| 0550 | CLEAN TEMPORARY SILT FENCE | 02709M | 9,648.000 |
159.000 |
$1.500 |
M | 0.2 |
| 0560 | SEDIMENTATION BASIN | 02711M | 3,500.000 |
200.000 |
$8.000 |
CU M | 0.3 |
| 0570 | CLEAN SEDIMENTATION BASIN | 02712M | 10,500.000 |
20,840.000 |
$3.000 |
CU M | 0.4 |
| 0580 | STAKING SYP 12-154.02 | 02726 | 1.000 |
1.000 |
$145,000.000 |
LS | 1.7 |
| 0590 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 273.000 |
378.200 |
$35.000 |
M | 0.1 |
| 0600 | EROSION CONTROL BLANKET | 05950M | 10,470.000 |
0.000 |
$1.500 |
SQ M | 0.2 |
| 0610 | TEMPORARY MULCH | 05952M | 118,500.000 |
0.000 |
$0.180 |
SQ M | 0.3 |
| 0620 | TEMP SEEDING AND PROTECTION | 05953M | 10,307.000 |
650.000 |
$0.240 |
SQ M | 0.0 |
| 0630 | TOPDRESSING FERTILIZER | 05966M | 5.780 |
0.000 |
$475.000 |
MTON | 0.0 |
| 0640 | SEEDING AND PROTECTION | 05985M | 103,074.000 |
55,626.000 |
$0.350 |
SQ M | 0.4 |
| 0650 | SPECIAL SEEDING CROWN VETCH | 05989M | 7,720.000 |
37,740.000 |
$0.300 |
SQ M | 0.0 |
| 0660 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 5,100.000 |
4,545.098 |
$1.000 |
M | 0.1 |
| 0670 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 2,600.000 |
6,910.408 |
$1.000 |
M | 0.0 |
| 0680 | PAVEMENT MARKER TYPE V-MW | 06589 | 50.000 |
0.000 |
$35.000 |
EACH | 0.0 |
| 0690 | PAVEMENT MARKER TYPE V-MY | 06590 | 100.000 |
0.000 |
$35.000 |
EACH | 0.0 |
| 0700 | CONCRETE-CLASS A | 08100M | 8.790 |
3.340 |
$900.000 |
CU M | 0.1 |
| 0710 | STEEL REINFORCEMENT | 08150M | 239.400 |
14.000 |
$2.480 |
KG | 0.0 |
| 0720 | PNEUMATIC BACKSTOWING | 20431MD | 100.000 |
0.000 |
$100.000 |
MTON | 0.1 |
| 0730 | REMOVE CRASH CUSHION | 20432MS112 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0740 | CL2 ASPH BASE 12.5D PG64-22 | 20433MS400 | 50.300 |
0.000 |
$56.830 |
MTON | 0.0 |
| 0750 | SILT TRAP TYPE C | 20496NS843 | 9.000 |
1.000 |
$500.000 |
EACH | 0.1 |
| 0760 | CLEAN SILT TRAP TYPE C | 20497NS843 | 27.000 |
0.000 |
$100.000 |
EACH | 0.0 |
| 0770 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
0.000 |
$150.000 |
EACH | 0.0 |
| 1590 | R/W MARKER RURAL TYPE 1 | 02434 | 1.000 |
14.000 |
$100.000 |
EACH | 0.0 |
| 1600 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 1.000 |
0.000 |
$100.000 |
EACH | 0.0 |
| 1610 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
4.000 |
$70.000 |
EACH | 0.0 |
| 1620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 5.000 |
5.000 |
$600.000 |
EACH | 0.0 |
| 1630 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 100.000 |
0.000 |
$3.000 |
SQ M | 0.0 |
| 8000 | SPECIAL EXCAVATION Roadway Excavation Station 2+660 to 2+820 Lt. C/L | 02204M | 0.000 |
16,130.660 |
$8.000 |
CU M | 0.0 |
| 8001 | SPECIAL EXCAVATION Undercut @ M/L Station 2+900 to Station 3+040 Lt/Rt | 02204M | 0.000 |
3,159.753 |
$8.000 |
CU M | 0.0 |
| 8002 | FABRIC-GEOTEXTILE TYPE III Geotextile Fabric Type III | 02598M | 0.000 |
2,800.364 |
$2.400 |
SQ M | 0.0 |
| 8003 | SEPTIC TANK TREATMENT PUMP & BACKFILL EXISTING | 02404 | 0.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 8004 | PLUG WATER WELL Plug Drilled Water Well | 02475M | 0.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 8005 | RELOCATE TEMP CONC MED BARRIER TY 230-T | 02003M | 0.000 |
0.000 |
$20.000 |
M | 0.0 |
| 8010 | TRAFFIC BOUND BASE Maintenance Stone | 00020M | 0.000 |
738.250 |
$28.810 |
MTON | 0.0 |
| 8011 | STORM SEWER PIPE-600 MM TO MAINTENANCE | 00524M | 0.000 |
40.620 |
$44.810 |
M | 0.0 |
| 8012 | PAVE STRIPING-TEMP REM TAPE-Y Removable Temp. Striping Tape | 06551M | 0.000 |
149.450 |
$9.350 |
M | 0.0 |
| 8013 | PAVE STRIPING-TEMP REM TAPE-W Removable temp striping tape | 06550M | 0.000 |
68.320 |
$9.350 |
M | 0.0 |
| 8015 | FUEL ADJUSTMENT | 10020NS | 0.000 |
117,065.280 |
$1.000 |
DOLL | 0.0 |
| 8016 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
300,617.510 |
$1.000 |
DOLL | 0.0 |
| 8023 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $5,443,564.38 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | STA. 1+48.00 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0780 | STRUCTURE GRANULAR BACKFILL | 02231M | 200.000 |
200.000 |
$48.000 |
CU M | 0.1 |
| 0790 | FABRIC-GEOTEXTILE TYPE I | 02596M | 870.000 |
925.800 |
$2.250 |
SQ M | 0.0 |
| 0800 | RETAINING WALL-GABION | 02610M | 24.000 |
24.000 |
$159.000 |
CU M | 0.0 |
| 0810 | MASONRY COATING | 02998M | 577.000 |
577.000 |
$11.700 |
SQ M | 0.1 |
| 0820 | ARMORED EDGE FOR CONCRETE | 03299M | 33.000 |
33.000 |
$136.000 |
M | 0.1 |
| 0830 | FOUNDATION PREPARATION STA. 1+048.00 | 08003 | 1.000 |
1.000 |
$32,100.000 |
LS | 0.4 |
| 0840 | CYCLOPEAN STONE RIP RAP | 08019M | 870.000 |
1,024.640 |
$36.000 |
MTON | 0.4 |
| 0850 | TEST PILES | 08033M | 42.000 |
42.000 |
$174.500 |
M | 0.1 |
| 0860 | PILES-STEEL HP360X108 | 08050M | 325.000 |
289.279 |
$139.500 |
M | 0.5 |
| 0870 | PILE POINTS-360 MM | 08095M | 18.000 |
18.000 |
$87.000 |
EACH | 0.0 |
| 0880 | CONCRETE-CLASS A | 08100M | 129.000 |
129.000 |
$488.000 |
CU M | 0.8 |
| 0890 | CONCRETE-CLASS AA | 08104M | 208.000 |
208.000 |
$594.000 |
CU M | 1.5 |
| 0900 | STEEL REINFORCEMENT | 08150M | 8,404.000 |
8,404.000 |
$1.790 |
KG | 0.2 |
| 0910 | STEEL REINF-EPOXY COATED | 08151M | 30,974.000 |
30,974.000 |
$2.030 |
KG | 0.8 |
| 0920 | STRUCTURAL STEEL 303 KG | 08160 | 1.000 |
1.000 |
$1,594.000 |
LS | 0.0 |
| 0940 | ELECTRICAL CONDUIT STA. 1+048.00 | 08269 | 1.000 |
0.000 |
$8,809.000 |
LS | 0.1 |
| 0950 | PRECAST PC I BEAM TYPE 3 | 08633M | 281.000 |
281.000 |
$697.940 |
M | 2.4 |
| 0960 | DRILLED SHAFT-1372MM -COMMON | 20383MD | 42.000 |
37.094 |
$2,850.000 |
M | 1.4 |
| 0970 | DRILLED SHAFT-1220MM-ROCK | 20384MD | 12.000 |
14.882 |
$3,150.000 |
M | 0.5 |
| 8006 | ELECTRICAL CONDUIT PVC STATION 1+048 | 08269 | 0.000 |
1.000 |
$8,409.000 |
LS | 0.0 |
Category Total $772,713.42 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNALS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0980 | CONDUIT-31 MM | 04793M | 11.000 |
0.000 |
$21.000 |
M | 0.0 |
| 0990 | CONDUIT-50 MM | 04795M | 6.000 |
0.000 |
$35.000 |
M | 0.0 |
| 1000 | JUNCTION BOX TYPE B | 04811 | 2.000 |
0.000 |
$800.000 |
EACH | 0.0 |
| 1010 | TRENCHING AND BACKFILLING | 04820M | 17.000 |
0.000 |
$25.000 |
M | 0.0 |
| 1020 | LOOP WIRE | 04830M | 302.000 |
0.000 |
$1.650 |
M | 0.0 |
| 1030 | CABLE-NO. 14/5C | 04844M | 115.000 |
0.000 |
$5.000 |
M | 0.0 |
| 1040 | CABLE-NO. 14/7C | 04845M | 68.000 |
0.000 |
$5.000 |
M | 0.0 |
| 1050 | CABLE-NO. 14/1 PAIR | 04850M | 119.000 |
0.000 |
$5.000 |
M | 0.0 |
| 1060 | MESSENGER-48.0 KN | 04885M | 113.000 |
0.000 |
$15.500 |
M | 0.0 |
| 1070 | LOOP SAW SLOT AND FILL | 04895M | 141.000 |
282.000 |
$49.200 |
M | 0.1 |
| 1080 | SIGNAL-3 SECTION 12 INCH | 04912 | 6.000 |
0.000 |
$600.000 |
EACH | 0.0 |
| 1090 | SIGNAL-5 SECTION 12 INCH | 04914 | 2.000 |
0.000 |
$900.000 |
EACH | 0.0 |
| 1100 | INSTALL CONTROLLER TYPE 170 | 04931 | 1.000 |
0.000 |
$3,500.000 |
EACH | 0.0 |
| 1110 | INSTALL STEEL STRAIN POLE | 04932 | 3.000 |
0.000 |
$4,500.000 |
EACH | 0.2 |
| 1120 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
0.000 |
$1,500.000 |
EACH | 0.0 |
| 1130 | INSTALL SPAN MOUNTED SIGN | 06472 | 2.000 |
0.000 |
$300.000 |
EACH | 0.0 |
| 1160 | VIDEO DETECTION-INSTALL | 20275MC | 1.000 |
0.000 |
$5,000.000 |
EACH | 0.1 |
Category Total $42,663.00 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | STA. 3+181.00 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1190 | STRUCTURE GRANULAR BACKFILL | 02231M | 385.000 |
385.000 |
$48.000 |
CU M | 0.2 |
| 1200 | FABRIC-GEOTEXTILE TYPE I | 02596M | 1,074.000 |
1,562.432 |
$2.250 |
SQ M | 0.0 |
| 1210 | MASONRY COATING | 02998M | 671.000 |
671.000 |
$11.700 |
SQ M | 0.1 |
| 1220 | ARMORED EDGE FOR CONCRETE | 03299M | 67.000 |
67.000 |
$136.000 |
M | 0.1 |
| 1230 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 55.000 |
9.914 |
$65.000 |
CU M | 0.0 |
| 1240 | FOUNDATION PREPARATION STA. 3+181.00 | 08003 | 1.000 |
1.000 |
$3,200.000 |
LS | 0.0 |
| 1250 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 600.000 |
1,038.910 |
$33.500 |
MTON | 0.2 |
| 1260 | TEST PILES | 08033M | 22.000 |
24.089 |
$174.500 |
M | 0.0 |
| 1270 | PRE-DRILLING FOR PILES | 08039M | 4.000 |
14.908 |
$500.000 |
M | 0.0 |
| 1280 | PILES-STEEL HP360X132 | 08051M | 246.000 |
372.311 |
$174.500 |
M | 0.5 |
| 1290 | PILE POINTS-360 MM | 08095M | 36.000 |
38.000 |
$87.000 |
EACH | 0.0 |
| 1300 | CONCRETE-CLASS A | 08100M | 89.900 |
93.212 |
$488.000 |
CU M | 0.5 |
| 1310 | CONCRETE-CLASS AA | 08104M | 430.500 |
430.500 |
$594.000 |
CU M | 3.1 |
| 1320 | STEEL REINFORCEMENT | 08150M | 5,692.000 |
5,900.883 |
$1.790 |
KG | 0.1 |
| 1330 | STEEL REINF-EPOXY COATED | 08151M | 44,508.000 |
70,348.778 |
$2.030 |
KG | 1.1 |
| 1340 | STRUCTURAL STEEL 403 KG | 08160 | 1.000 |
1.000 |
$2,554.000 |
LS | 0.0 |
| 1350 | ELECTRICAL CONDUIT STA. 3+181.00 | 08269 | 1.000 |
0.000 |
$10,074.000 |
LS | 0.1 |
| 1360 | PRECAST PC I BEAM TYPE 6 | 08635M | 347.000 |
347.000 |
$921.800 |
M | 3.8 |
| 1370 | PRECAST PC I BEAM TYPE 5 | 08636M | 135.000 |
135.000 |
$903.220 |
M | 1.5 |
| 8007 | ELECTRICAL CONDUIT PVC STATION 3+181 | 08269 | 0.000 |
1.000 |
$9,737.000 |
LS | 0.0 |
| 8009 | MASS CONCRETE Semi-Integral End Bent #1 at Sta 3+181 | 10040MS | 0.000 |
12.240 |
$130.860 |
CU M | 0.0 |
Category Total $971,187.62 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1380 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$232,000.000 |
LS | 2.8 |
| 1390 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$119,445.160 |
LS | 1.4 |
| 8014 | LIQUIDATED DAMAGES LD | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $351,445.16 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0006 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1570 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,600.00 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | STA. 1+300.00 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1420 | STRUCTURE GRANULAR BACKFILL | 02231M | 76.000 |
76.000 |
$48.000 |
CU M | 0.0 |
| 1430 | REMOVE CONCRETE MASONRY | 02403M | 380.000 |
380.000 |
$250.000 |
CU M | 1.1 |
| 1440 | MASONRY COATING | 02998M | 896.000 |
896.000 |
$11.700 |
SQ M | 0.1 |
| 1450 | ARMORED EDGE FOR CONCRETE | 03299M | 15.200 |
15.200 |
$136.000 |
M | 0.0 |
| 1460 | FOUNDATION PREPARATION STA. 1+300.00 | 08003 | 1.000 |
1.000 |
$6,700.000 |
LS | 0.1 |
| 1470 | CONCRETE-CLASS A | 08100M | 40.700 |
40.700 |
$488.000 |
CU M | 0.2 |
| 1480 | CONCRETE-CLASS AA | 08104M | 200.000 |
200.000 |
$594.000 |
CU M | 1.4 |
| 1490 | STEEL REINFORCEMENT | 08150M | 899.000 |
899.000 |
$1.790 |
KG | 0.0 |
| 1500 | STEEL REINF-EPOXY COATED | 08151M | 28,322.000 |
28,322.000 |
$2.030 |
KG | 0.7 |
| 1510 | ELECTRICAL CONDUIT STA. 1+300.00 | 08269 | 1.000 |
0.000 |
$13,227.000 |
LS | 0.2 |
| 1520 | PRECAST PC I BEAM TYPE 3 | 08633M | 264.000 |
264.000 |
$697.940 |
M | 2.2 |
| 8008 | ELECTRICAL CONDUIT PVC STATION 1+300 | 08269 | 0.000 |
1.000 |
$12,590.000 |
LS | 0.0 |
Category Total $513,146.03 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | STA. 10+107 CULVERT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1530 | REMOVE CONCRETE MASONRY | 02403M | 59.000 |
24.358 |
$250.000 |
CU M | 0.2 |
| 1540 | FOUNDATION PREPARATION STA. 10+107 | 08003 | 1.000 |
1.000 |
$22,200.000 |
LS | 0.3 |
| 1550 | CONCRETE-CLASS A | 08100M | 280.000 |
278.728 |
$488.000 |
CU M | 1.6 |
| 1560 | STEEL REINFORCEMENT | 08150M | 24,455.000 |
24,455.000 |
$1.790 |
KG | 0.5 |
| 1580 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$772.000 |
LS | 0.0 |
Category Total $218,136.45 |
| SM- Project | DE08000400532 | CATEGORY NUMBER | 0009 | CATEGORY Description | NON PARTICIPATING FHWA FUNDS | SURPLUS TO MAINT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8017 | S & F BOX INLET-OUTLET-600 MM INVOICE ITEM TO MAINT | 01451M | 0.000 |
2.000 |
$1,661.130 |
EACH | 0.0 |
| 8018 | S & F BOX INLET-OUTLET-600 MM INVOICE TO MAINT | 01451M | 0.000 |
1.000 |
$591.050 |
EACH | 0.0 |
| 8019 | HEADWALL S & F 1200 MM INVOICE TO MAINT | 09707N03 | 0.000 |
2.000 |
$1,477.620 |
EACH | 0.0 |
| 8020 | DROP BOX INLET TYPE 1 INVOICE TO MAINT | 01490 | 0.000 |
2.000 |
$1,052.900 |
EACH | 0.0 |
| 8021 | STEEL REINFORCEMENT-EPOXY COATED INVOICE TO MAINT | 08151M | 0.000 |
6,499.032 |
$1.032 |
KG | 0.0 |
Category Total $0.00 |