Item List 051127 |
Date:10/15/2021 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 051127 | Primary Project Number | DE04100750527 |
Contract Description | LEXINGTON-COVINGTON ROAD (I-75) | ||
Primary County | GRANT | Fed/St Number | IM-NH 75-7(124) |
Vendor ID | 00117 | Vendor Name | EATON ASPHALT PAVING CO INC AND SUBSIDIARY |
Bid Amount | $ 22,489,980.32 |
SM- Project | DE04100750527 |
Fed/State Number | IM-NH 75-7(124) |
Project Description | LEXINGTON-COVINGTON ROAD (I-75) |
*********** |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | DGA BASE | 00001M | 91,982.000 |
114,198.310 |
$14.000 |
MTON | 5.7 |
0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 91,050.000 |
91,050.000 |
$28.300 |
MTON | 11.5 |
0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 184.000 |
184.000 |
$54.350 |
MTON | 0.0 |
0040 | ASPHALT SEAL AGGREGATE | 00100M | 514.000 |
514.000 |
$68.660 |
MTON | 0.2 |
0050 | LEVELING & WEDGING PG64-22 | 00190M | 17,034.000 |
17,034.000 |
$42.010 |
MTON | 3.2 |
0060 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | 8,685.000 |
8,685.000 |
$38.800 |
MTON | 1.5 |
0070 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | 27,377.000 |
0.000 |
$35.000 |
MTON | 4.3 |
0080 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 41,454.000 |
41,454.000 |
$32.000 |
MTON | 5.9 |
0090 | CL3 ASPH BASE 25.0D PG64-22 EDGE DRAIN CAP | 00214M | 1,239.000 |
1,239.000 |
$31.040 |
MTON | 0.2 |
0100 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | 34,030.000 |
34,030.000 |
$37.000 |
MTON | 5.6 |
0110 | EMULSIFIED ASPHALT RS-2 | 00291M | 61.820 |
61.820 |
$313.910 |
MTON | 0.1 |
0120 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | 9,090.000 |
9,090.000 |
$40.820 |
MTON | 1.6 |
0130 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | 11,980.000 |
11,980.000 |
$49.700 |
MTON | 2.6 |
0140 | ASPHALT PLACEMENT WITH MTV | 00338M | 27,847.000 |
129,772.000 |
$1.930 |
MTON | 0.2 |
0150 | ASPHALT CURING SEAL | 00358M | 87.780 |
87.780 |
$286.840 |
MTON | 0.1 |
0160 | ENTRANCE PIPE-375 MM | 00440M | 57.000 |
57.000 |
$100.000 |
M | 0.0 |
0170 | CULVERT PIPE-450 MM | 00462M | 30.100 |
30.100 |
$209.250 |
M | 0.0 |
0180 | CULVERT PIPE-600 MM | 00464M | 50.700 |
50.700 |
$377.250 |
M | 0.1 |
0190 | CULVERT PIPE-750 MM | 00466M | 26.300 |
26.300 |
$222.500 |
M | 0.0 |
0200 | CULVERT PIPE-900 MM | 00468M | 71.500 |
71.500 |
$265.250 |
M | 0.1 |
0210 | CULVERT PIPE-1050 MM | 00469M | 112.600 |
112.600 |
$371.500 |
M | 0.2 |
0220 | STORM SEWER PIPE-375 MM | 00521M | 395.900 |
395.900 |
$119.000 |
M | 0.2 |
0230 | STORM SEWER PIPE-450 MM | 00522M | 267.000 |
267.000 |
$141.000 |
M | 0.2 |
0240 | STORM SEWER PIPE-600 MM | 00524M | 223.000 |
223.000 |
$162.500 |
M | 0.2 |
0250 | STORM SEWER PIPE-750 MM | 00526M | 13.000 |
13.000 |
$189.000 |
M | 0.0 |
0260 | STORM SEWER PIPE-900 MM | 00528M | 27.900 |
27.900 |
$259.500 |
M | 0.0 |
0270 | STORM SEWER PIPE-1200 MM | 00530M | 33.900 |
33.900 |
$278.500 |
M | 0.0 |
0280 | STORM SEWER PIPE-1500 MM | 00532M | 32.700 |
32.700 |
$424.750 |
M | 0.1 |
0300 | PERFORATED PIPE-100 MM | 01000M | 21,446.000 |
21,446.000 |
$11.520 |
M | 1.1 |
0310 | PERFORATED PIPE-150 MM | 01001M | 4,055.000 |
4,055.000 |
$12.640 |
M | 0.2 |
0330 | NON-PERFORATED PIPE-100 MM | 01010M | 924.000 |
924.000 |
$29.520 |
M | 0.1 |
0350 | NON-PERFORATED PIPE-150 MM | 01011M | 85.000 |
85.000 |
$31.250 |
M | 0.0 |
0360 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$14,000.000 |
LS | 0.1 |
0370 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 11.000 |
11.000 |
$315.000 |
EACH | 0.0 |
0380 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 25.000 |
25.000 |
$325.000 |
EACH | 0.0 |
0390 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 67.000 |
67.000 |
$340.000 |
EACH | 0.1 |
0400 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 81.000 |
81.000 |
$335.000 |
EACH | 0.1 |
0410 | STEEL ENCASEMENT PIPE-450 MM | 01075M | 39.300 |
39.300 |
$250.000 |
M | 0.0 |
0420 | REMOVE PIPE | 01310M | 147.400 |
147.400 |
$30.000 |
M | 0.0 |
0430 | METAL END SECTION TY 3-375 MM | 01390M | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
0440 | METAL END SECTION TY 3-450 MM | 01391M | 3.000 |
3.000 |
$575.000 |
EACH | 0.0 |
0450 | METAL END SECTION TY 3-600 MM | 01393M | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
0460 | METAL END SECTION TY 3-1050 MM | 01396M | 1.000 |
1.000 |
$3,125.000 |
EACH | 0.0 |
0470 | METAL END SECTION TY 4-600 MM | 01413M | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
0480 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$2,855.000 |
EACH | 0.0 |
0490 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$3,375.000 |
EACH | 0.0 |
0500 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$2,575.000 |
EACH | 0.0 |
0510 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
0520 | CONC MED BARR BOX INLET TY 350A2 | 01614M | 2.000 |
2.000 |
$4,300.000 |
EACH | 0.0 |
0530 | CONC MED BARR BOX INLET TY 350B2 | 01615M | 28.000 |
28.000 |
$5,875.000 |
EACH | 0.7 |
0540 | JUNCTION BOX-375 MM | 01641M | 1.000 |
1.000 |
$1,135.000 |
EACH | 0.0 |
0550 | JUNCTION BOX-450 MM | 01642M | 2.000 |
2.000 |
$1,175.000 |
EACH | 0.0 |
0560 | JUNCTION BOX-600 MM | 01643M | 2.000 |
2.000 |
$1,275.000 |
EACH | 0.0 |
0570 | JUNCTION BOX-900 MM | 01645M | 1.000 |
1.000 |
$1,430.000 |
EACH | 0.0 |
0580 | JUNCTION BOX-1050 MM | 01646M | 1.000 |
1.000 |
$1,650.000 |
EACH | 0.0 |
0590 | JUNCTION BOX-1200 MM | 01647M | 1.000 |
1.000 |
$2,025.000 |
EACH | 0.0 |
0600 | REMOVE JUNCTION BOX | 01655 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
0610 | REMOVE CATCH BASIN | 01706 | 18.000 |
18.000 |
$250.000 |
EACH | 0.0 |
0620 | RECONSTRUCT INLET | 01720 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
0630 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 34.000 |
34.000 |
$125.000 |
EACH | 0.0 |
0640 | ISLAND HEADER CURB TYPE 1 | 01890M | 30.000 |
30.000 |
$190.000 |
M | 0.0 |
0650 | DELINEATOR FOR BARRIER-WHITE | 01984 | 470.000 |
470.000 |
$2.500 |
EACH | 0.0 |
0660 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 260.000 |
260.000 |
$2.500 |
EACH | 0.0 |
0670 | RELOCATE TEMP CONC MED BARRIER | 02003M | 110.000 |
3,547.850 |
$20.000 |
M | 0.0 |
0680 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$250.000 |
EACH | 0.0 |
0690 | REMOVE PAVEMENT | 02091M | 4,160.000 |
4,160.000 |
$4.000 |
SQ M | 0.1 |
0700 | ROADWAY EXCAVATION | 02200M | 473,115.000 |
478,115.000 |
$4.550 |
CU M | 9.6 |
0710 | GRANULAR EMBANKMENT | 02223M | 18,319.000 |
18,319.000 |
$37.000 |
CU M | 3.0 |
0720 | WATER | 02242M | 21,900.000 |
21,900.000 |
$0.010 |
CU M | 0.0 |
0730 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 10,135.000 |
10,858.000 |
$13.670 |
M | 0.6 |
0740 | REMOVE FENCE | 02265M | 10,029.000 |
10,140.630 |
$4.870 |
M | 0.2 |
0750 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,257.300 |
1,257.300 |
$44.250 |
M | 0.2 |
0760 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$40.000 |
EACH | 0.0 |
0770 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,916.000 |
EACH | 0.0 |
0780 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$2,450.000 |
EACH | 0.1 |
0790 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 5.000 |
5.000 |
$425.000 |
EACH | 0.0 |
0800 | REMOVE GUARDRAIL | 02381M | 6,089.000 |
6,089.000 |
$2.920 |
M | 0.1 |
0810 | R/W MARKER RURAL TYPE 1 | 02434 | 15.000 |
15.000 |
$70.500 |
EACH | 0.0 |
0820 | CHANNEL LINING CLASS III | 02484M | 16,242.500 |
16,242.500 |
$23.550 |
MTON | 1.7 |
0830 | CLEARING AND GRUBBING 210.28 ACRES | 02545 | 1.000 |
1.000 |
$90,000.000 |
LS | 0.4 |
0840 | SIGNS | 02562M | 197.660 |
197.660 |
$64.000 |
SQ M | 0.1 |
0850 | EDGE KEY MODIFIED | 02585M | 61.500 |
61.500 |
$389.480 |
M | 0.1 |
0860 | FABRIC-GEOTEXTILE TYPE III | 02598M | 6,000.000 |
6,000.000 |
$1.400 |
SQ M | 0.0 |
0870 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 139,829.000 |
139,829.000 |
$1.270 |
SQ M | 0.8 |
0880 | REMOVE HEADWALL | 02625 | 32.000 |
32.000 |
$250.000 |
EACH | 0.0 |
0890 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$182,696.360 |
LS | 0.8 |
0900 | LANE CLOSURE | 02653 | 10.000 |
10.000 |
$500.000 |
EACH | 0.0 |
0910 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$9,000.000 |
EACH | 0.1 |
0920 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$466.210 |
LS | 0.0 |
0930 | ASPH PAVE MILLING & TEXTURING | 02677M | 8,689.000 |
20,154.000 |
$6.890 |
MTON | 0.3 |
0940 | SAFELOADING | 02690M | 14.000 |
14.000 |
$165.000 |
CU M | 0.0 |
0950 | TEMPORARY SILT FENCE | 02701M | 619.000 |
619.000 |
$7.900 |
M | 0.0 |
0960 | SILT TRAP TYPE A | 02703 | 14.000 |
14.000 |
$400.000 |
EACH | 0.0 |
0970 | SILT TRAP TYPE B | 02704 | 265.000 |
265.000 |
$130.000 |
EACH | 0.2 |
0980 | CLEAN SILT TRAP TYPE A | 02706 | 42.000 |
42.000 |
$100.000 |
EACH | 0.0 |
0990 | CLEAN SILT TRAP TYPE B | 02707 | 795.000 |
795.000 |
$60.000 |
EACH | 0.2 |
1000 | CLEAN TEMPORARY SILT FENCE | 02709M | 1,857.000 |
1,857.000 |
$1.900 |
M | 0.0 |
1010 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.4 |
1020 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$144,400.000 |
LS | 0.6 |
1030 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
1040 | CRASH CUSHION TYPE VI-T | 02894 | 3.000 |
0.000 |
$5,590.000 |
EACH | 0.1 |
1050 | INSTALL TEMP CRASH CUSHION | 02900 | 2.000 |
2.000 |
$5,590.000 |
EACH | 0.0 |
1060 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 14,212.000 |
7,817.300 |
$41.000 |
M | 2.6 |
1070 | CONC MEDIAN BARRIER TYPE 350C MOD | 03202M | 3,793.000 |
3,873.000 |
$212.000 |
M | 3.6 |
1080 | TEMP SIGNAL 2 PHASE | 04933 | 2.000 |
2.000 |
$5,800.000 |
EACH | 0.1 |
1090 | EROSION CONTROL BLANKET | 05950M | 172,260.000 |
172,260.000 |
$1.280 |
SQ M | 1.0 |
1100 | TEMPORARY MULCH | 05952M | 448,590.000 |
448,590.000 |
$0.120 |
SQ M | 0.2 |
1110 | TEMP SEEDING AND PROTECTION | 05953M | 45,200.000 |
45,200.000 |
$0.210 |
SQ M | 0.0 |
1120 | TOPDRESSING FERTILIZER | 05966M | 25.200 |
25.200 |
$432.000 |
MTON | 0.0 |
1130 | SEEDING AND PROTECTION | 05985M | 276,330.000 |
386,817.005 |
$0.280 |
SQ M | 0.3 |
1140 | SPECIAL SEEDING CROWN VETCH | 05989M | 46,100.000 |
273,747.940 |
$0.210 |
SQ M | 0.0 |
1150 | FLEXIBLE DELINEATOR POST-W | 06417 | 271.000 |
484.000 |
$25.120 |
EACH | 0.0 |
1160 | FLEXIBLE DELINEATOR POST-Y | 06418 | 45.000 |
169.000 |
$25.120 |
EACH | 0.0 |
1170 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 65,925.000 |
0.000 |
$0.890 |
M | 0.3 |
1180 | PAVE STRIPING REMOVAL-150 MM | 06531M | 35,530.000 |
35,530.000 |
$0.820 |
M | 0.1 |
1190 | PAVE STRIPING-THERMO-150 MM W | 06542M | 23,539.000 |
23,539.000 |
$1.850 |
M | 0.2 |
1200 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 16,038.000 |
16,038.000 |
$1.850 |
M | 0.1 |
1210 | PAVE STRIPING-THERMO-300 MM W | 06546M | 1,816.000 |
1,816.000 |
$7.180 |
M | 0.1 |
1220 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 2,260.000 |
2,260.000 |
$3.000 |
M | 0.0 |
1230 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 1,120.000 |
1,120.000 |
$3.000 |
M | 0.0 |
1240 | PAVEMENT MARKER TYPE V-BY | 06591 | 119.000 |
119.000 |
$17.950 |
EACH | 0.0 |
1250 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,374.000 |
1,374.000 |
$17.950 |
EACH | 0.1 |
1260 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 1,184.000 |
1,184.000 |
$17.950 |
EACH | 0.1 |
1270 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 176.000 |
176.000 |
$5.000 |
EACH | 0.0 |
1280 | CONCRETE-CLASS A | 08100M | 27.340 |
27.340 |
$1,075.000 |
CU M | 0.1 |
1290 | STEEL REINFORCEMENT | 08150M | 872.100 |
872.100 |
$2.000 |
KG | 0.0 |
1300 | DROP BOX INLET TY 7(MOD) | 20216MD | 2.000 |
2.000 |
$7,220.000 |
EACH | 0.1 |
1310 | MILLED RUMBLE STRIPS | 20527MD | 15,880.000 |
15,880.000 |
$0.950 |
M | 0.1 |
1320 | CONCRETE MEDIAN BARRIER TYPE 14C1A50 | 20670MD | 152.000 |
152.000 |
$370.000 |
M | 0.3 |
1330 | SAWCUT PAVEMENT | 20671MD | 14,090.000 |
14,090.000 |
$1.800 |
M | 0.1 |
1340 | TEMPORARY BARRIER WALL RETAINER | 20672ND | 52.000 |
52.000 |
$25.000 |
EACH | 0.0 |
1350 | BORE AND JACK PIPE-450MM | 20673MS706 | 77.300 |
77.300 |
$593.800 |
M | 0.2 |
1360 | CONC MED BARR BOX INLET TYPE 14B2-MOD | 20674ND | 1.000 |
1.000 |
$6,375.000 |
EACH | 0.0 |
1370 | JUNCTION BOX-1800MM | 20676ND | 2.000 |
2.000 |
$8,455.000 |
EACH | 0.1 |
1380 | TEMPORARY SILT DITCH | 20762MS213 | 5,210.000 |
5,210.000 |
$3.300 |
M | 0.1 |
1390 | SMA SURFACE | 20764MS400 | 15,946.000 |
15,946.000 |
$63.580 |
MTON | 4.5 |
1400 | CL3 ASPH SURF 9.5B PG64-22 | 20765MS400 | 9,781.000 |
9,781.000 |
$38.450 |
MTON | 1.7 |
2490 | BASE FAILURE REPAIR | 03240M | 31.000 |
31.000 |
$146.560 |
SQ M | 0.0 |
8002 | RETAINING WALL-GABION | 02610M | 0.000 |
10.000 |
$180.130 |
CU M | 0.0 |
8003 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | 0.000 |
65,925.000 |
$0.890 |
M | 0.0 |
8004 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | 0.000 |
2,000.000 |
$8.100 |
M | 0.0 |
8005 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 0.000 |
150.000 |
$3.570 |
EACH | 0.0 |
8006 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 0.000 |
150.000 |
$3.570 |
EACH | 0.0 |
8007 | INSTALL TEMP CONC MED BARR | 01992M | 0.000 |
6,394.700 |
$35.000 |
M | 0.0 |
8010 | FUEL ADJUSTMENT | 10020NS | 0.000 |
143,144.210 |
$1.000 |
DOLL | 0.0 |
8011 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
976,241.600 |
$1.000 |
DOLL | 0.0 |
8012 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | 0.000 |
27,377.000 |
$35.000 |
MTON | 0.0 |
8017 | MOBILIZATION Conc Median Barrier | 02568 | 0.000 |
1.000 |
$5,069.070 |
LS | 0.0 |
8018 | RELOCATE CRASH CUSHION | 02898 | 0.000 |
1.000 |
$4,740.000 |
EACH | 0.0 |
8019 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
78,271.610 |
$1.000 |
DOLL | 0.0 |
8020 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
74,269.270 |
$1.000 |
DOLL | 0.0 |
8029 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $18,643,094.34 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 25060 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1410 | STRUCTURE GRANULAR BACKFILL | 02231M | 252.600 |
0.000 |
$27.000 |
CU M | 0.0 |
1420 | MASONRY COATING | 02998M | 1,001.500 |
1,001.500 |
$8.000 |
SQ M | 0.0 |
1430 | STRUCTURE EXCAVATION-COMMON | 08001M | 16.300 |
16.300 |
$18.000 |
CU M | 0.0 |
1440 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 173.100 |
173.100 |
$40.000 |
CU M | 0.0 |
1450 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 181.300 |
181.300 |
$20.000 |
MTON | 0.0 |
1460 | CONCRETE-CLASS A | 08100M | 130.500 |
130.500 |
$482.000 |
CU M | 0.3 |
1470 | CONCRETE-CLASS AA | 08104M | 261.000 |
261.000 |
$562.000 |
CU M | 0.7 |
1480 | STEEL REINFORCEMENT | 08150M | 9,383.000 |
9,383.000 |
$1.680 |
KG | 0.1 |
1490 | STEEL REINF-EPOXY COATED | 08151M | 44,614.000 |
44,614.000 |
$1.930 |
KG | 0.4 |
1500 | STRUCTURAL STEEL 3193 KG | 08160 | 1.000 |
1.000 |
$17,000.000 |
LS | 0.1 |
1510 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.0 |
1520 | PRECAST PC I BEAM TYPE 6 | 08635M | 316.000 |
316.000 |
$865.000 |
M | 1.2 |
8001 | FLOWABLE FILL | 02220M | 0.000 |
252.600 |
$105.370 |
CU M | 0.0 |
Category Total $638,467.06 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 24506 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1530 | REMOVE CONCRETE MASONRY | 02403M | 49.000 |
49.000 |
$148.000 |
CU M | 0.0 |
1540 | FOUNDATION PREPARATION STA. 17 + 904.958 | 08003 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.0 |
1550 | CONCRETE-CLASS A | 08100M | 159.400 |
159.400 |
$482.000 |
CU M | 0.3 |
1560 | STEEL REINFORCEMENT | 08150M | 16,731.000 |
16,731.000 |
$1.680 |
KG | 0.1 |
Category Total $123,190.88 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 25057 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1570 | REMOVE CONCRETE MASONRY | 02403M | 97.900 |
97.900 |
$148.000 |
CU M | 0.1 |
1580 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 6.700 |
6.700 |
$40.000 |
CU M | 0.0 |
1590 | FOUNDATION PREPARATION STA. 17 + 950.142 | 08003 | 1.000 |
1.000 |
$24,000.000 |
LS | 0.1 |
1600 | CONCRETE-CLASS A | 08100M | 264.700 |
264.700 |
$482.000 |
CU M | 0.6 |
1610 | STEEL REINFORCEMENT | 08150M | 27,714.000 |
27,714.000 |
$1.680 |
KG | 0.2 |
Category Total $212,902.12 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 25058 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1620 | REMOVE CONCRETE MASONRY | 02403M | 88.900 |
88.900 |
$148.000 |
CU M | 0.1 |
1630 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 51.200 |
51.200 |
$40.000 |
CU M | 0.0 |
1640 | FOUNDATION PREPARATION STA. 21 + 325.589 | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
1650 | CONCRETE-CLASS A | 08100M | 300.600 |
300.600 |
$482.000 |
CU M | 0.6 |
1660 | STEEL REINFORCEMENT | 08150M | 29,143.000 |
29,143.000 |
$1.680 |
KG | 0.2 |
1670 | LIGHTWEIGHT FILL | 20665NC | 638.000 |
638.000 |
$158.000 |
CU M | 0.4 |
8013 | EW~ Geofoam | 10090NX | 0.000 |
1.000 |
$11,638.000 |
LS | 0.0 |
Category Total $317,858.64 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0006 | CATEGORY Description | LIGHTING |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1680 | POLE 36.6 MTG HT HIGH MAST | 04714M | 9.000 |
9.000 |
$21,500.000 |
EACH | 0.9 |
1690 | POLE BASE-HIGH MAST | 04742 | 9.000 |
9.000 |
$4,500.000 |
EACH | 0.2 |
1700 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 1.000 |
1.000 |
$0.010 |
EACH | 0.0 |
1710 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
1720 | HPS LUMINAIRE HIGH MAST | 04773 | 36.000 |
36.000 |
$780.000 |
EACH | 0.1 |
1730 | FUSED CONNECTOR KIT | 04780 | 18.000 |
18.000 |
$0.010 |
EACH | 0.0 |
1740 | CONDUIT-50 MM | 04795M | 230.000 |
0.000 |
$22.000 |
M | 0.0 |
1750 | MARKER | 04800 | 33.000 |
33.000 |
$55.000 |
EACH | 0.0 |
1760 | JUNCTION BOX TYPE B | 04811 | 15.000 |
0.000 |
$100.000 |
EACH | 0.0 |
1770 | TRENCHING AND BACKFILLING | 04820M | 2,140.000 |
2,140.000 |
$11.500 |
M | 0.1 |
1780 | CABLE-NO. 8/3C DUCTED | 04860M | 110.000 |
110.000 |
$7.500 |
M | 0.0 |
1790 | CABLE-NO. 6/3C DUCTED | 04861M | 600.000 |
600.000 |
$8.500 |
M | 0.0 |
1800 | CABLE-NO. 4/3C DUCTED | 04862M | 2,480.000 |
2,480.000 |
$10.500 |
M | 0.1 |
1810 | CABLE-NO. 2/3C DUCTED | 04863M | 1,730.000 |
1,730.000 |
$13.000 |
M | 0.1 |
1820 | POLE 10.7 M WOODEN | 04871M | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
1830 | ELECTRICAL SERVICE | 04899 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
1840 | REMOVE POLE BASE | 04941 | 18.000 |
18.000 |
$175.000 |
EACH | 0.0 |
1850 | REMOVE LIGHTING | 20678ND | 18.000 |
18.000 |
$175.000 |
EACH | 0.0 |
8014 | CONDUIT-88 MM | 04798M | 0.000 |
470.000 |
$145.290 |
M | 0.0 |
8015 | JUNCTION BOX TYPE C | 20392MS835 | 0.000 |
15.000 |
$907.500 |
EACH | 0.0 |
8016 | EW~ Circuit Breaker | 10094NX | 0.000 |
1.000 |
$291.450 |
EACH | 0.0 |
Category Total $364,520.19 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0007 | CATEGORY Description | LANDSCAPING |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1860 | CHANNEL LINING CLASS II | 02483M | 549.300 |
549.300 |
$37.250 |
MTON | 0.1 |
1870 | CHANNEL LINING CLASS III | 02484M | 775.200 |
775.200 |
$40.650 |
MTON | 0.1 |
1880 | ROUGH LEAF DOGWOOD SHRUB | 20438MS724 | 537.000 |
537.000 |
$22.000 |
EACH | 0.1 |
1890 | CHINQUAPIN OAK TREE | 20439MS724 | 537.000 |
537.000 |
$22.000 |
EACH | 0.1 |
1900 | WHITE ASH TREE | 20440MS724 | 179.000 |
179.000 |
$22.000 |
EACH | 0.0 |
1910 | SILVER MAPLE | 20441MS724 | 358.000 |
358.000 |
$22.000 |
EACH | 0.0 |
1920 | SANDBAR WILLOW | 20442MS724 | 1,432.000 |
1,432.000 |
$9.000 |
EACH | 0.1 |
1930 | MITIGATION SEEDING | 20534MD | 10,969.000 |
10,969.000 |
$0.540 |
SQ M | 0.0 |
1940 | EROSION CONTROL BLANKET(BRISTLE FIBER) | 20679MS212 | 10,969.000 |
10,969.000 |
$2.080 |
SQ M | 0.1 |
1950 | POOL EXCAVATION | 20680MD | 228.000 |
228.000 |
$17.000 |
CU M | 0.0 |
1960 | HACKBERRY TREE | 20682NS724 | 358.000 |
358.000 |
$22.000 |
EACH | 0.0 |
1970 | SYCAMORE TREE | 20683NS724 | 537.000 |
537.000 |
$22.000 |
EACH | 0.1 |
1980 | AMERICAN ELM TREE | 20684NS724 | 179.000 |
179.000 |
$22.000 |
EACH | 0.0 |
1990 | AMERICAN PLUM SHRUB | 20685NS724 | 358.000 |
358.000 |
$22.000 |
EACH | 0.0 |
2000 | DWARF HACKBERRY SHRUB | 20686NS724 | 358.000 |
358.000 |
$22.000 |
EACH | 0.0 |
2010 | FRAGRANT SUMAC SHRUB | 20687NS724 | 179.000 |
179.000 |
$22.000 |
EACH | 0.0 |
2020 | MAPLE LEAF VIBURNUM SHRUB | 20688NS724 | 358.000 |
358.000 |
$22.000 |
EACH | 0.0 |
Category Total $184,112.08 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0008 | CATEGORY Description | SEWER |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2030 | STEEL ENCASEMENT PIPE-300 MM BORE AND JACK | 01069M | 70.000 |
70.000 |
$852.000 |
M | 0.3 |
2040 | STEEL ENCASEMENT PIPE-300 MM OPEN CUT | 01069M | 56.560 |
56.560 |
$400.000 |
M | 0.1 |
2050 | CONCRETE CAP | 02556M | 4.000 |
4.000 |
$500.000 |
CU M | 0.0 |
2060 | PVC PIPE-150 MM | 03385M | 301.840 |
386.100 |
$135.000 |
M | 0.2 |
2070 | GATE VALVE-150 MM | 03526M | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
2080 | BEND 90 DEG 150 MM | 03560M | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
2090 | CONNECT TO WATER MAIN | 20081MC | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
2100 | ASBESTOS CEMENT PIPE REMOVAL | 20689MD | 20.000 |
20.000 |
$30.000 |
M | 0.0 |
2110 | LINE MARKER | 20691ND | 2.000 |
2.000 |
$75.000 |
EACH | 0.0 |
2120 | MJ SLEEVE 150MM | 20766ND | 2.000 |
4.000 |
$400.000 |
EACH | 0.0 |
8021 | TEE AND BLOCK 6 IN X 6 IN | 21052ND | 0.000 |
1.000 |
$424.000 |
EACH | 0.0 |
8022 | PLUG AND BLOCK-150MM | 22633NN | 0.000 |
1.000 |
$318.000 |
EACH | 0.0 |
8023 | BEND 45 DEG 150 MM | 03554M | 0.000 |
1.000 |
$424.000 |
EACH | 0.0 |
8024 | BEND 22.50 DEG 150 MM | 03545M | 0.000 |
1.000 |
$424.000 |
EACH | 0.0 |
Category Total $132,962.40 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER | STEAM MILL BRANCH |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2130 | LINE MARKER | 20691ND | 2.000 |
2.000 |
$75.000 |
EACH | 0.0 |
2140 | STEEL ENCASEMENT PIPE-1050MM BORE AND JACK | 20692MD | 150.000 |
150.000 |
$1,636.900 |
M | 1.1 |
2150 | STEEL ENCASEMENT PIPE-1050MM OPEN CUT | 20692MD | 105.600 |
105.600 |
$353.620 |
M | 0.2 |
2160 | STEEL END CAP-1050MM | 20693ND | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
Category Total $285,027.27 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0010 | CATEGORY Description | DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2170 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,000,000.000 |
LS | 4.4 |
2180 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$340,000.000 |
LS | 1.5 |
Category Total $1,340,000.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0011 | CATEGORY Description | SIGNING |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 153.000 |
153.000 |
$44.250 |
M | 0.0 |
2200 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$2,450.000 |
EACH | 0.0 |
2210 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 2.000 |
2.000 |
$425.000 |
EACH | 0.0 |
2220 | STEEL POST TYPE 2 | 06411M | 132.000 |
132.000 |
$16.950 |
M | 0.0 |
2230 | STEEL POST MILE MARKERS | 06412 | 8.000 |
8.000 |
$83.000 |
EACH | 0.0 |
2240 | GMSS GALV STEEL TYPE B | 06440M | 6,530.000 |
0.000 |
$3.790 |
KG | 0.1 |
2250 | OSS ALUMINUM 25.9 M TRUSS | 06443M | 1.000 |
1.000 |
$48,075.000 |
EACH | 0.2 |
2260 | REM OVERHEAD SIGN SUPPORT STR | 06449 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
2270 | REM OVERHEAD STRUC CONC BASE | 06450 | 2.000 |
2.000 |
$750.000 |
EACH | 0.0 |
2280 | REMOVE SIGN SUPPORT BEAM | 06451 | 2.000 |
2.000 |
$225.000 |
EACH | 0.0 |
2290 | CLASS A CONCRETE FOR SIGNS | 06490M | 52.000 |
72.240 |
$418.150 |
CU M | 0.1 |
2300 | STEEL REINFORCEMENT FOR SIGNS | 06491M | 517.000 |
2,416.490 |
$1.890 |
KG | 0.0 |
2310 | ROADWAY CROSS SECTION | 20681ND | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
8025 | GMSS GALV STEEL TYPE C | 20996MD | 0.000 |
7,434.810 |
$11.810 |
KG | 0.0 |
Category Total $114,066.28 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0012 | CATEGORY Description | TRAFFIC LOOPS |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2320 | CONDUIT-31 MM | 04793M | 30.000 |
30.000 |
$20.000 |
M | 0.0 |
2330 | CONDUIT-50 MM | 04795M | 66.000 |
66.000 |
$22.000 |
M | 0.0 |
2340 | TRENCHING AND BACKFILLING | 04820M | 142.000 |
142.000 |
$15.000 |
M | 0.0 |
2350 | PIEZOELECTRIC SENSOR | 04829 | 24.000 |
24.000 |
$2,400.000 |
EACH | 0.3 |
2360 | LOOP WIRE | 04830M | 1,920.000 |
1,920.000 |
$1.000 |
M | 0.0 |
2370 | CABLE-NO. 14/1 PAIR | 04850M | 432.000 |
432.000 |
$3.500 |
M | 0.0 |
2380 | LOOP SAW SLOT AND FILL | 04895M | 570.000 |
570.000 |
$37.000 |
M | 0.1 |
2390 | JUNCTION BOX TYPE A | 20391MS835 | 12.000 |
12.000 |
$250.000 |
EACH | 0.0 |
2400 | INSTALL PAD MOUNT ENCLOSURE | 20611NC | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
2410 | GALV STEEL CABINET | 20612NC | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
2420 | WOOD POST | 20613NS818 | 8.000 |
8.000 |
$100.000 |
EACH | 0.0 |
Category Total $96,104.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0013 | CATEGORY Description | SIGNING-AA1 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2430 | SBM ALUMINUM PANEL SIGNS | 06405M | 236.000 |
301.870 |
$141.150 |
SQ M | 0.1 |
2440 | SBM ALUM SHEET SIGNS 2 MM | 06406M | 1.000 |
1.000 |
$76.500 |
SQ M | 0.0 |
2450 | SBM ALUM SHEET SIGNS 3 MM | 06407M | 29.000 |
29.000 |
$113.350 |
SQ M | 0.0 |
Category Total $36,675.05 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0014 | CATEGORY Description | SIGNING-AA2 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
Category Total $0.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0015 | CATEGORY Description | TRAINEES |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
2480 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,000.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0019 | CATEGORY Description | NON PARTICIPATING FEDERAL ADDED 7/9/13 | FOR CO 7 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
9008 | FUEL ADJUSTMENT NON PARTICIPATING CO7 | 10020NS | 0.000 |
34,350.590 |
$1.000 |
DOLL | 0.0 |
9009 | ASPHALT ADJUSTMENT NON PARTICIPATION CO 7 | 10030NS | 0.000 |
89,895.570 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0016 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
8008 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
202,516.660 |
$1.000 |
DOLL | 0.0 |
8009 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
62,517.170 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0017 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS FY09 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
8026 | ASPHALT ADJUSTMENT NON PARTICIPATING FY09 | 10030NS | 0.000 |
17,173.480 |
$1.000 |
DOLL | 0.0 |
8027 | FUEL ADJUSTMENT NON PARTICIPATING FY09 | 10020NS | 0.000 |
20,868.280 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
SM- Project | DE04100750527 | CATEGORY NUMBER | 0018 | CATEGORY Description | NON PARTICIPATING FEDERAL ADDED 12/16/10 | FOR CHANGE ORDER #5 BRIDGE END |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
8028 | COST PLUS WORK BRIDGE END COMPACTION | 10080NSD | 0.000 |
15,891.610 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |