|
Item List 051206 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051206 | Primary Project Number | DE04200800506 |
| Contract Description | MURRAY-MAYFIELD ROAD(KY80) | ||
| Primary County | GRAVES | Fed/St Number | FD04 042 0080 NEW-LOC |
| Vendor ID | 02618 | Vendor Name | JIM SMITH CONTRACTING COMPANY LLC |
| Bid Amount | $ 15,178,281.03 | ||
| SM- Project | DE04200800506 |
| Fed/State Number | FD04 042 0080 NEW-LOC |
| Project Description | MURRAY-MAYFIELD ROAD(KY80) |
| *********** |
| SM- Project | DE04200800506 | 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 | 91,767.000 |
91,767.000 |
$14.500 |
MTON | 8.8 |
| 0020 | CEMENT STABILIZED ROADBED | 00008M | 123,293.000 |
137,569.530 |
$1.970 |
SQ M | 1.6 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 9.000 |
9.000 |
$16.590 |
MTON | 0.0 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100M | 614.000 |
614.000 |
$42.000 |
MTON | 0.2 |
| 0050 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 45,879.000 |
59,797.000 |
$40.000 |
MTON | 12.1 |
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291M | 75.200 |
75.200 |
$385.000 |
MTON | 0.2 |
| 0070 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 5,058.000 |
5,058.000 |
$45.000 |
MTON | 1.5 |
| 0080 | ASPHALT CURING SEAL | 00358M | 136.000 |
157.370 |
$253.870 |
MTON | 0.2 |
| 0090 | ENTRANCE PIPE-375 MM | 00440M | 120.900 |
120.900 |
$48.840 |
M | 0.0 |
| 0100 | ENTRANCE PIPE-450 MM | 00441M | 75.000 |
75.000 |
$54.620 |
M | 0.0 |
| 0110 | ENTRANCE PIPE-600 MM | 00443M | 65.900 |
65.900 |
$64.900 |
M | 0.0 |
| 0120 | ENTRANCE PIPE-750 MM | 00445M | 30.600 |
30.600 |
$80.410 |
M | 0.0 |
| 0130 | ENTRANCE PIPE-600 MM EQUIV | 00452M | 12.200 |
12.200 |
$71.150 |
M | 0.0 |
| 0140 | ENTRANCE PIPE-750 MM EQUIV | 00454M | 75.400 |
75.400 |
$83.050 |
M | 0.0 |
| 0150 | CULVERT PIPE-450 MM | 00462M | 841.600 |
841.600 |
$97.460 |
M | 0.5 |
| 0160 | CULVERT PIPE-600 MM | 00464M | 67.100 |
67.100 |
$102.380 |
M | 0.0 |
| 0170 | CULVERT PIPE-900 MM | 00468M | 220.400 |
220.400 |
$173.700 |
M | 0.3 |
| 0180 | CULVERT PIPE-1050 MM | 00469M | 74.100 |
74.100 |
$199.230 |
M | 0.1 |
| 0190 | CULVERT PIPE-1200 MM | 00470M | 125.400 |
125.400 |
$226.240 |
M | 0.2 |
| 0200 | CULVERT PIPE-600 MM EQUIV | 00492M | 13.400 |
13.400 |
$126.210 |
M | 0.0 |
| 0210 | CULVERT PIPE-750 MM EQUIV | 00494M | 26.600 |
26.600 |
$128.890 |
M | 0.0 |
| 0220 | CULVERT PIPE-900 MM EQUIV | 00496M | 8.800 |
8.800 |
$181.170 |
M | 0.0 |
| 0230 | CULVERT PIPE-1050 MM EQUIV | 00498M | 55.800 |
55.800 |
$212.240 |
M | 0.1 |
| 0240 | CULVERT PIPE-1500 MM EQUIV | 00501M | 28.700 |
28.700 |
$352.330 |
M | 0.1 |
| 0250 | STORM SEWER PIPE-450 MM | 00522M | 52.800 |
52.800 |
$58.060 |
M | 0.0 |
| 0260 | PERFORATED PIPE-100 MM | 01000M | 268.000 |
268.000 |
$11.120 |
M | 0.0 |
| 0270 | NON-PERFORATED PIPE-100 MM | 01010M | 65.000 |
65.000 |
$9.190 |
M | 0.0 |
| 0280 | REMOVE PIPE | 01310M | 37.000 |
37.000 |
$13.540 |
M | 0.0 |
| 0290 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 4.000 |
4.000 |
$285.960 |
EACH | 0.0 |
| 0300 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | 5.000 |
5.000 |
$313.820 |
EACH | 0.0 |
| 0310 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 2.000 |
2.000 |
$313.820 |
EACH | 0.0 |
| 0320 | METAL END SECTION TY 1-375 MM | 01370M | 18.000 |
18.000 |
$372.250 |
EACH | 0.0 |
| 0330 | METAL END SECTION TY 1-450 MM | 01371M | 8.000 |
8.000 |
$577.470 |
EACH | 0.0 |
| 0340 | METAL END SECTION TY 1-600 MM | 01373M | 12.000 |
12.000 |
$813.370 |
EACH | 0.1 |
| 0350 | METAL END SECTION TY 1-750 MM | 01374M | 20.000 |
20.000 |
$1,270.920 |
EACH | 0.2 |
| 0360 | METAL END SECTION TY 1-900 MM | 01375M | 2.000 |
2.000 |
$1,850.120 |
EACH | 0.0 |
| 0370 | METAL END SECTION TY 1-1050 MM | 01376M | 4.000 |
4.000 |
$3,177.100 |
EACH | 0.1 |
| 0380 | METAL END SECTION TY 3-450 MM | 01391M | 8.000 |
8.000 |
$325.850 |
EACH | 0.0 |
| 0390 | METAL END SECTION TY 3-600 MM | 01393M | 4.000 |
4.000 |
$579.980 |
EACH | 0.0 |
| 0400 | METAL END SECTION TY 3-750 MM | 01394M | 4.000 |
4.000 |
$1,061.090 |
EACH | 0.0 |
| 0410 | METAL END SECTION TY 3-900 MM | 01395M | 2.000 |
2.000 |
$1,771.080 |
EACH | 0.0 |
| 0420 | METAL END SECTION TY 3-1050 MM | 01396M | 2.000 |
2.000 |
$2,690.620 |
EACH | 0.0 |
| 0430 | METAL END SECTION TY 3-1500 MM | 01399M | 2.000 |
2.000 |
$5,381.780 |
EACH | 0.1 |
| 0440 | METAL END SECTION TY 4-450 MM | 01411M | 4.000 |
4.000 |
$364.600 |
EACH | 0.0 |
| 0450 | METAL END SECTION TY 4-900 MM | 01415M | 2.000 |
2.000 |
$2,470.420 |
EACH | 0.0 |
| 0460 | DROP BOX INLET TYPE 5D | 01511 | 33.000 |
33.000 |
$2,025.360 |
EACH | 0.4 |
| 0470 | JUNCTION BOX-450 MM | 01642M | 1.000 |
1.000 |
$627.640 |
EACH | 0.0 |
| 0480 | CORED HOLE DRAINAGE BOX CON-100 MM | 01740M | 2.000 |
2.000 |
$211.050 |
EACH | 0.0 |
| 0490 | ISLAND INTEGRAL CURB | 01845M | 121.920 |
121.920 |
$82.000 |
M | 0.1 |
| 0500 | BARRICADE-TYPE III | 02014 | 38.000 |
38.000 |
$200.000 |
EACH | 0.1 |
| 0510 | REMOVE PAVEMENT | 02091M | 4,288.000 |
4,288.000 |
$2.820 |
SQ M | 0.1 |
| 0520 | GRANULAR EMBANKMENT | 02223M | 18,649.000 |
18,649.000 |
$28.100 |
CU M | 3.5 |
| 0530 | EMBANKMENT IN PLACE | 02230M | 605,342.000 |
605,342.000 |
$4.220 |
CU M | 16.8 |
| 0540 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 11,860.000 |
11,860.000 |
$12.400 |
M | 1.0 |
| 0550 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,440.200 |
1,440.200 |
$49.200 |
M | 0.5 |
| 0560 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | 114.300 |
114.300 |
$78.050 |
M | 0.1 |
| 0570 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 13.000 |
13.000 |
$41.250 |
EACH | 0.0 |
| 0580 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 18.000 |
18.000 |
$1,972.500 |
EACH | 0.2 |
| 0590 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$5,350.000 |
EACH | 0.1 |
| 0600 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$560.000 |
EACH | 0.0 |
| 0610 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$825.000 |
EACH | 0.0 |
| 0620 | REMOVE GUARDRAIL CON TO BR END | 02372 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0630 | REMOVE GUARDRAIL | 02381M | 144.780 |
144.780 |
$5.000 |
M | 0.0 |
| 0640 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 3.000 |
3.000 |
$270.000 |
EACH | 0.0 |
| 0650 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 11.000 |
11.000 |
$1,905.000 |
EACH | 0.1 |
| 0660 | REMOVE GUARDRAIL END TREATMENT | 02396 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0670 | SEPTIC TANK TREATMENT | 02404 | 5.000 |
5.000 |
$593.750 |
EACH | 0.0 |
| 0680 | R/W MARKER RURAL TYPE 1 | 02434 | 27.000 |
27.000 |
$70.000 |
EACH | 0.0 |
| 0690 | R/W MARKER RURAL TYPE 2 | 02435 | 7.000 |
7.000 |
$70.000 |
EACH | 0.0 |
| 0700 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 41.000 |
41.000 |
$60.000 |
EACH | 0.0 |
| 0710 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | 8.000 |
8.000 |
$60.000 |
EACH | 0.0 |
| 0720 | CHANNEL LINING CLASS II | 02483M | 4,056.000 |
4,056.000 |
$16.100 |
MTON | 0.4 |
| 0730 | CHANNEL LINING CLASS III | 02484M | 6,096.000 |
6,096.000 |
$16.110 |
MTON | 0.6 |
| 0740 | CEMENT | 02542M | 2,648.000 |
3,025.460 |
$112.000 |
MTON | 2.0 |
| 0750 | CLEARING AND GRUBBING 49 HECTARES | 02545 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.3 |
| 0760 | SIGNS | 02562M | 399.040 |
399.040 |
$134.270 |
SQ M | 0.4 |
| 0770 | EDGE KEY MODIFIED | 02585M | 57.320 |
57.320 |
$90.000 |
M | 0.0 |
| 0780 | FABRIC-GEOTEXTILE TYPE I | 02596M | 13,816.000 |
13,816.000 |
$1.380 |
SQ M | 0.1 |
| 0790 | FABRIC-GEOTEXTILE TYPE III | 02598M | 9,260.000 |
69,260.000 |
$1.030 |
SQ M | 0.1 |
| 0800 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 17,015.000 |
17,015.000 |
$1.340 |
SQ M | 0.2 |
| 0810 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0820 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0830 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0840 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0850 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$13,250.000 |
EACH | 0.2 |
| 0860 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,200.000 |
LS | 0.0 |
| 0870 | ASPH PAVE MILLING & TEXTURING | 02677M | 152.000 |
152.000 |
$28.000 |
MTON | 0.0 |
| 0880 | TEMPORARY SILT FENCE | 02701M | 2,103.000 |
2,103.000 |
$5.200 |
M | 0.1 |
| 0890 | SAND FOR BLOTTER | 02702M | 333.000 |
333.000 |
$15.000 |
MTON | 0.0 |
| 0900 | SILT TRAP TYPE B | 02704 | 39.000 |
39.000 |
$188.960 |
EACH | 0.0 |
| 0910 | SILT CHECK TYPE II | 02705 | 211.000 |
211.000 |
$80.120 |
EACH | 0.1 |
| 0920 | CLEAN SILT TRAP TYPE B | 02707 | 78.000 |
78.000 |
$27.640 |
EACH | 0.0 |
| 0930 | CLEAN SILT CHECK TYPE II | 02708 | 422.000 |
422.000 |
$27.640 |
EACH | 0.1 |
| 0940 | CLEAN TEMPORARY SILT FENCE | 02709M | 4,206.000 |
4,206.000 |
$1.210 |
M | 0.0 |
| 0950 | STAKING | 02726 | 1.000 |
1.000 |
$70,000.000 |
LS | 0.5 |
| 0960 | REMOVE STRUCTURE 1500MM X1500MM RCBC | 02731 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.1 |
| 0970 | REMOVE STRUCTURE 3000MM X 1800MM RCBC | 02731 | 1.000 |
1.000 |
$10,500.000 |
LS | 0.1 |
| 0980 | REMOVE STRUCTURE 40M X 9M BRIDGE | 02731 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.1 |
| 0990 | REMOVE STRUCTURE 61M X 9M BRIDGE | 02731 | 1.000 |
1.000 |
$24,000.000 |
LS | 0.2 |
| 1000 | REMOVE STRUCTURE 74M X 10M BRIDGE | 02731 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.2 |
| 1010 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$486.430 |
EACH | 0.0 |
| 1020 | CRASH CUSHION TYPE VI D | 02888 | 4.000 |
4.000 |
$13,200.000 |
EACH | 0.3 |
| 1030 | CRASH CUSHION REPL ELEMENTS | 02892 | 1.000 |
1.000 |
$4,915.000 |
LS | 0.0 |
| 1040 | EROSION CONTROL BLANKET | 05950M | 69,877.000 |
118,416.600 |
$1.250 |
SQ M | 0.6 |
| 1050 | TEMPORARY MULCH | 05952M | 32,370.000 |
32,370.000 |
$0.120 |
SQ M | 0.0 |
| 1060 | TEMP SEEDING AND PROTECTION | 05953M | 32,370.000 |
32,370.000 |
$0.150 |
SQ M | 0.0 |
| 1070 | TOPDRESSING FERTILIZER | 05966M | 18.100 |
18.100 |
$385.000 |
MTON | 0.0 |
| 1080 | SEEDING AND PROTECTION | 05985M | 323,707.000 |
323,707.000 |
$0.280 |
SQ M | 0.6 |
| 1090 | SPECIAL SEEDING CROWN VETCH | 05989M | 2,736.000 |
2,736.000 |
$0.200 |
SQ M | 0.0 |
| 1100 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 28,876.000 |
28,876.000 |
$0.600 |
M | 0.1 |
| 1110 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 29,527.000 |
29,527.000 |
$0.690 |
M | 0.1 |
| 1120 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 785.000 |
785.000 |
$4.100 |
M | 0.0 |
| 1130 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 1,056.000 |
1,056.000 |
$4.100 |
M | 0.0 |
| 1140 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 103.000 |
103.000 |
$27.000 |
M | 0.0 |
| 1150 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | 253.000 |
253.000 |
$35.000 |
SQ M | 0.1 |
| 1160 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 1170 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 16.000 |
16.000 |
$125.000 |
EACH | 0.0 |
| 1180 | PAVE MARKING-PREF THERMO ONLY | 06576 | 9.000 |
9.000 |
$300.000 |
EACH | 0.0 |
| 1190 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 132.000 |
132.000 |
$3.000 |
EACH | 0.0 |
| 1200 | PAVEMENT MARKER TYPE V-MW | 06589 | 139.000 |
139.000 |
$20.000 |
EACH | 0.0 |
| 1210 | PAVEMENT MARKER TYPE V-BY | 06591 | 37.000 |
37.000 |
$22.000 |
EACH | 0.0 |
| 1220 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 397.000 |
397.000 |
$22.710 |
EACH | 0.1 |
| 1230 | CONCRETE-CLASS A | 08100M | 25.510 |
25.510 |
$913.770 |
CU M | 0.2 |
| 1240 | STEEL REINFORCEMENT | 08150M | 597.000 |
597.000 |
$2.350 |
KG | 0.0 |
| 1250 | SILKY DOGWOOD | 20237MS724 | 153.000 |
153.000 |
$18.000 |
EACH | 0.0 |
| 1260 | SPICEBUSH | 20238MS724 | 153.000 |
153.000 |
$18.000 |
EACH | 0.0 |
| 1270 | BUTTONBUSH | 20239MS724 | 153.000 |
153.000 |
$18.000 |
EACH | 0.0 |
| 1280 | SILVER MAPLE | 20441MS724 | 622.000 |
622.000 |
$18.000 |
EACH | 0.1 |
| 1290 | SILT TRAP TYPE C | 20496NS843 | 36.000 |
36.000 |
$60.000 |
EACH | 0.0 |
| 1300 | CLEAN SILT TRAP TYPE C | 20497NS843 | 72.000 |
72.000 |
$40.000 |
EACH | 0.0 |
| 1310 | PIN OAK | 20511NS724 | 622.000 |
622.000 |
$18.000 |
EACH | 0.1 |
| 1320 | TEMP RELOCATION OF SIGNAL HEAD | 20530MS835 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 1330 | REMOVE ASBESTOS PIPE-150MM | 20531MS | 1,560.000 |
1,560.000 |
$19.070 |
M | 0.2 |
| 1340 | AUTOMATIC DRAINAGE GATES | 20532ND | 3.000 |
3.000 |
$4,349.070 |
EACH | 0.1 |
| 1350 | TEMPORARY SHORING | 20533MD | 50.000 |
50.000 |
$323.000 |
SQ M | 0.1 |
| 1360 | MITIGATION SEEDING | 20534MD | 18,465.000 |
18,465.000 |
$0.400 |
SQ M | 0.0 |
| 1370 | BALD CYPRESS | 20535MS724 | 622.000 |
622.000 |
$18.000 |
EACH | 0.1 |
| 1380 | WILLOW OAK | 20536NS724 | 622.000 |
622.000 |
$18.000 |
EACH | 0.1 |
| 1390 | RIVER BIRCH | 20537NS724 | 622.000 |
622.000 |
$18.000 |
EACH | 0.1 |
| 1400 | WINTERBERRY | 20538NS724 | 153.000 |
153.000 |
$18.000 |
EACH | 0.0 |
| 1410 | CL2 ASPH SURF 9.5B PG76-22 | 20561MS400 | 6,408.000 |
6,408.000 |
$49.590 |
MTON | 2.1 |
| 1420 | CL2 ASPH BASE 19.0D PG76-22 | 20562MS400 | 13,918.000 |
0.000 |
$44.500 |
MTON | 4.1 |
| 1430 | LEVELING AND WEDGING PG76-22 | 20563MS403 | 2,239.000 |
2,239.000 |
$49.590 |
MTON | 0.7 |
| 8000 | INSTALL PROJECT IDENTIFICATION SIGNS Establish pay item for the installation of the project ID | 20588NC | 0.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 8001 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8002 | SEEDING AND PROTECTION Hydromulch with Hydra CX-2 | 05985M | 0.000 |
18,392.000 |
$1.450 |
SQ M | 0.0 |
| 8010 | METAL END SECTION TY 3-1200 MM NEW | 01397M | 0.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 8020 | ASPHALT ADJUSTMENT Estimated total adjustment for entire job | 10030NS | 0.000 |
524,000.000 |
$1.000 |
DOLL | 0.0 |
| 8030 | FUEL ADJUSTMENT | 10020NS | 0.000 |
35,000.000 |
$1.000 |
DOLL | 0.0 |
| 8040 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
81,038.000 |
$1.000 |
DOLL | 0.0 |
| 9000 | STABILIZED AGGREGATE BASE | 00007M | 0.000 |
33,700.000 |
$13.500 |
MTON | 0.0 |
| 9010 | FABRIC-GEOTEXTILE TYPE III | 02598M | 0.000 |
40,000.000 |
$1.030 |
SQ M | 0.0 |
Category Total $9,994,874.61 |
| SM- Project | DE04200800506 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1440 | STRUCTURE GRANULAR BACKFILL | 02231M | 548.800 |
548.800 |
$35.000 |
CU M | 0.1 |
| 1450 | MASONRY COATING | 02998M | 4,604.200 |
4,604.200 |
$8.000 |
SQ M | 0.2 |
| 1460 | ARMORED EDGE FOR CONCRETE | 03299M | 163.200 |
163.200 |
$169.000 |
M | 0.2 |
| 1470 | FOUNDATION PREPARATION STA. 20+761.00 | 08003 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.0 |
| 1480 | FOUNDATION PREPARATION STA. 19+982.00 | 08003 | 1.000 |
1.000 |
$6,500.000 |
LS | 0.0 |
| 1490 | FOUNDATION PREPARATION STA. 16+825.00 | 08003 | 1.000 |
1.000 |
$21,500.000 |
LS | 0.1 |
| 1500 | FOUNDATION PREPARATION STA. 17+093.67 | 08003 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.7 |
| 1510 | FOUNDATION PREPARATION STA. 16+597.00 | 08003 | 1.000 |
1.000 |
$18,000.000 |
LS | 0.1 |
| 1520 | TEST PILES | 08033M | 416.900 |
440.257 |
$125.000 |
M | 0.3 |
| 1530 | PILES-STEEL HP360X132 | 08051M | 4,749.500 |
5,573.130 |
$125.000 |
M | 3.9 |
| 1540 | PILE POINTS-360 MM | 08095M | 276.000 |
276.000 |
$85.000 |
EACH | 0.2 |
| 1550 | CONCRETE-CLASS A | 08100M | 1,447.300 |
1,447.300 |
$423.400 |
CU M | 4.0 |
| 1560 | CONCRETE-CLASS AA | 08104M | 1,638.300 |
1,638.300 |
$520.000 |
CU M | 5.6 |
| 1570 | STEEL REINFORCEMENT | 08150M | 67,536.000 |
67,536.000 |
$1.560 |
KG | 0.7 |
| 1580 | STEEL REINF-EPOXY COATED | 08151M | 357,758.000 |
357,758.000 |
$1.860 |
KG | 4.4 |
| 1590 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 1600 | APPROACH SLAB | 08500M | 1,181.600 |
1,181.600 |
$135.000 |
SQ M | 1.1 |
| 1610 | PRECAST PC I BEAM TYPE 3 | 08633M | 730.000 |
730.000 |
$366.000 |
M | 1.8 |
| 1620 | PRECAST PC I BEAM TYPE 4 | 08634M | 573.800 |
573.800 |
$479.000 |
M | 1.8 |
| 1630 | PRECAST PC I BEAM TYPE 5 | 08636M | 788.000 |
788.000 |
$451.000 |
M | 2.3 |
| 1640 | BIKE RAILING | 20548ND | 420.200 |
420.200 |
$135.000 |
M | 0.4 |
Category Total $4,257,032.46 |
| SM- Project | DE04200800506 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1650 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$712,595.350 |
LS | 4.7 |
| 1660 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$213,778.600 |
LS | 1.4 |
Category Total $926,373.95 |