|
Item List 051025 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051025 | Primary Project Number | DE001006105W1 |
| Contract Description | SPARKSVILLE-COLUMBIA ROAD (KY 61) | ||
| Primary County | ADAIR | Fed/St Number | FD04 001 0061 010-012 |
| Vendor ID | 02898 | Vendor Name | HAYDON BRIDGE CO INC J/V W HAYDON BROTHERS |
| Bid Amount | $ 6,499,118.65 | ||
| SM- Project | DE001006105W1 |
| Fed/State Number | FD04 001 0061 010-012 |
| Project Description | SPARKSVILLE-COLUMBIA ROAD (KY 61) |
| *********** |
| SM- Project | DE001006105W1 | 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 | 00003 | 37,193.000 |
37,193.000 |
$13.000 |
TON | 7.4 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 384.000 |
534.000 |
$15.000 |
TON | 0.1 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 13.000 |
13.000 |
$125.000 |
TON | 0.0 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 410.000 |
410.000 |
$45.000 |
TON | 0.3 |
| 0050 | ASPHALT SEAL COAT | 00103 | 1.000 |
1.000 |
$400.000 |
TON | 0.0 |
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 4,202.000 |
4,202.000 |
$38.750 |
TON | 2.5 |
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 29,026.000 |
29,026.000 |
$38.750 |
TON | 17.3 |
| 0080 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 379.000 |
379.000 |
$38.750 |
TON | 0.2 |
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | 50.000 |
50.000 |
$385.000 |
TON | 0.3 |
| 0100 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 243.000 |
243.000 |
$40.000 |
TON | 0.1 |
| 0110 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,432.000 |
1,432.000 |
$40.000 |
TON | 0.9 |
| 0120 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 5,067.000 |
5,067.000 |
$44.750 |
TON | 3.5 |
| 0130 | ENTRANCE PIPE-15 INCH | 00440 | 30.000 |
30.000 |
$24.000 |
LF | 0.0 |
| 0140 | ENTRANCE PIPE-18 INCH | 00441 | 328.000 |
328.000 |
$27.000 |
LF | 0.1 |
| 0150 | CULVERT PIPE-18 INCH | 00462 | 151.000 |
151.000 |
$39.500 |
LF | 0.1 |
| 0160 | CULVERT PIPE-24 INCH | 00464 | 417.000 |
417.000 |
$57.000 |
LF | 0.4 |
| 0170 | CULVERT PIPE-30 INCH | 00466 | 245.000 |
245.000 |
$80.000 |
LF | 0.3 |
| 0180 | CULVERT PIPE-36 INCH | 00468 | 50.000 |
50.000 |
$62.000 |
LF | 0.0 |
| 0190 | CULVERT PIPE-42 INCH | 00469 | 236.000 |
236.000 |
$147.000 |
LF | 0.5 |
| 0200 | CULVERT PIPE-48 INCH | 00470 | 78.000 |
78.000 |
$80.000 |
LF | 0.1 |
| 0210 | CULVERT PIPE-54 INCH | 00471 | 62.000 |
62.000 |
$128.000 |
LF | 0.1 |
| 0220 | STORM SEWER PIPE-15 INCH | 00521 | 410.000 |
410.000 |
$27.500 |
LF | 0.2 |
| 0230 | STORM SEWER PIPE-18 INCH | 00522 | 497.000 |
497.000 |
$29.500 |
LF | 0.2 |
| 0240 | STORM SEWER PIPE-36 INCH | 00528 | 367.000 |
367.000 |
$57.000 |
LF | 0.3 |
| 0250 | PERFORATED PIPE-4 INCH | 01000 | 930.000 |
930.000 |
$7.000 |
LF | 0.1 |
| 0260 | NON-PERFORATED PIPE-4 INCH | 01010 | 1,187.000 |
1,187.000 |
$9.000 |
LF | 0.2 |
| 0270 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 5.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0290 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 6.000 |
6.000 |
$450.000 |
EACH | 0.0 |
| 0300 | REMOVE PIPE | 01310 | 57.400 |
57.400 |
$100.000 |
LF | 0.1 |
| 0310 | METAL END SECTION TY 1-18 INCH | 01371 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0320 | METAL END SECTION TY 1-24 INCH | 01373 | 4.000 |
4.000 |
$1,250.000 |
EACH | 0.1 |
| 0330 | METAL END SECTION TY 3-15 INCH | 01390 | 3.000 |
3.000 |
$650.000 |
EACH | 0.0 |
| 0340 | METAL END SECTION TY 3-24 INCH | 01393 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 0350 | METAL END SECTION TY 3-30 INCH | 01394 | 6.000 |
6.000 |
$1,750.000 |
EACH | 0.2 |
| 0360 | CURB BOX INLET TYPE B | 01480 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0370 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0380 | DROP BOX INLET TYPE 2 | 01493 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.1 |
| 0390 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0400 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0410 | DROP BOX INLET TYPE 13G | 01559 | 9.000 |
9.000 |
$2,600.000 |
EACH | 0.4 |
| 0420 | DROP BOX INLET TYPE 14 | 01577 | 1.000 |
1.000 |
$1,150.000 |
EACH | 0.0 |
| 0430 | REMOVE DROP BOX INLET | 01585 | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 0440 | JUNCTION BOX-15 INCH | 01641 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0450 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0460 | SPRING BOX INLET TYPE A | 01660 | 3.000 |
3.000 |
$3,150.000 |
EACH | 0.1 |
| 0470 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 10.000 |
10.000 |
$250.000 |
EACH | 0.0 |
| 0480 | ISLAND HEADER CURB TYPE 2 | 01891 | 1,576.750 |
1,576.750 |
$27.500 |
LF | 0.7 |
| 0490 | ASPHALT WEDGE CURB | 01897 | 1,640.000 |
1,640.000 |
$9.000 |
LF | 0.2 |
| 0500 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$300.000 |
EACH | 0.1 |
| 0510 | REMOVE PAVEMENT | 02091 | 2,613.100 |
2,613.100 |
$5.000 |
SQYD | 0.2 |
| 0520 | EMBANKMENT IN PLACE | 02230 | 336,161.000 |
336,161.000 |
$3.050 |
CUYD | 15.8 |
| 0530 | WATER | 02242 | 6,971.000 |
6,971.000 |
$0.010 |
MGAL | 0.0 |
| 0540 | FENCE-TEMPORARY | 02259 | 669.000 |
669.000 |
$3.500 |
LF | 0.0 |
| 0550 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 10,355.000 |
10,355.000 |
$3.950 |
LF | 0.6 |
| 0560 | REMOVE FENCE | 02265 | 1,025.000 |
1,025.000 |
$1.500 |
LF | 0.0 |
| 0570 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 6,637.500 |
6,637.500 |
$12.000 |
LF | 1.2 |
| 0580 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0590 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,750.000 |
EACH | 0.1 |
| 0600 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 5.000 |
5.000 |
$2,500.000 |
EACH | 0.2 |
| 0610 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 8.000 |
8.000 |
$760.000 |
EACH | 0.1 |
| 0620 | REMOVE GUARDRAIL | 02381 | 4,158.000 |
4,158.000 |
$1.100 |
LF | 0.1 |
| 0630 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 11.000 |
11.000 |
$2,200.000 |
EACH | 0.4 |
| 0640 | R/W MARKER RURAL TYPE 1 | 02434 | 32.000 |
32.000 |
$60.000 |
EACH | 0.0 |
| 0650 | CHANNEL LINING CLASS II | 02483 | 5,493.500 |
5,493.500 |
$18.000 |
TON | 1.5 |
| 0660 | CHANNEL LINING CLASS IV | 02488 | 1,970.000 |
1,970.000 |
$11.000 |
CUYD | 0.3 |
| 0670 | CLEARING AND GRUBBING 49.04 ACRES | 02545 | 1.000 |
1.000 |
$158,000.000 |
LS | 2.4 |
| 0680 | CONCRETE-CLASS B | 02555 | 586.000 |
586.000 |
$275.000 |
CUYD | 2.5 |
| 0690 | SIGNS | 02562 | 1,070.000 |
1,070.000 |
$6.000 |
SQFT | 0.1 |
| 0700 | EDGE KEY | 02585 | 113.000 |
113.000 |
$42.500 |
LF | 0.1 |
| 0710 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,098.000 |
5,098.000 |
$2.000 |
SQYD | 0.2 |
| 0720 | REMOVE HEADWALL | 02625 | 12.000 |
12.000 |
$100.000 |
EACH | 0.0 |
| 0730 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 0740 | TEMPORARY SILT FENCE | 02701 | 1,540.000 |
1,540.000 |
$5.000 |
LF | 0.1 |
| 0750 | SILT TRAP TYPE A | 02703 | 30.000 |
30.000 |
$1,000.000 |
EACH | 0.5 |
| 0760 | SILT TRAP TYPE B | 02704 | 35.000 |
35.000 |
$1,000.000 |
EACH | 0.5 |
| 0770 | SILT CHECK | 02705 | 237.000 |
237.000 |
$100.000 |
EACH | 0.4 |
| 0780 | CLEAN SILT TRAP TYPE A | 02706 | 90.000 |
90.000 |
$10.000 |
EACH | 0.0 |
| 0790 | CLEAN SILT TRAP TYPE B | 02707 | 105.000 |
105.000 |
$10.000 |
EACH | 0.0 |
| 0800 | CLEAN SILT CHECK | 02708 | 711.000 |
711.000 |
$10.000 |
EACH | 0.1 |
| 0810 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,620.000 |
4,620.000 |
$0.010 |
LF | 0.0 |
| 0820 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.8 |
| 0830 | REMOVE STRUCTURE EXIST BRIDGE | 02731 | 1.000 |
1.000 |
$61,000.000 |
LS | 0.9 |
| 0840 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0850 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
2.000 |
$6,850.000 |
EACH | 0.2 |
| 0860 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$7,000.000 |
EACH | 0.2 |
| 0870 | EROSION CONTROL BLANKET | 05950 | 7,860.900 |
7,860.900 |
$1.150 |
SQYD | 0.1 |
| 0880 | TEMP SEEDING AND PROTECTION | 05953 | 37,014.000 |
77,014.000 |
$0.220 |
SQYD | 0.1 |
| 0890 | TOPDRESSING FERTILIZER | 05966 | 19.131 |
19.131 |
$385.000 |
TON | 0.1 |
| 0900 | SEEDING AND PROTECTION | 05985 | 134,975.000 |
134,975.000 |
$0.250 |
SQYD | 0.5 |
| 0910 | SPECIAL SEEDING CROWN VETCH | 05989 | 33,713.000 |
33,713.000 |
$0.170 |
SQYD | 0.1 |
| 0920 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 53,430.000 |
53,430.000 |
$0.180 |
LF | 0.1 |
| 0930 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 3,600.000 |
3,600.000 |
$1.050 |
LF | 0.1 |
| 0940 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,620.000 |
1,620.000 |
$1.050 |
LF | 0.0 |
| 0950 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 150.000 |
150.000 |
$8.120 |
LF | 0.0 |
| 0960 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 14.000 |
14.000 |
$98.000 |
EACH | 0.0 |
| 0970 | PAVEMENT MARKER TYPE V-BY | 06591 | 571.000 |
571.000 |
$19.950 |
EACH | 0.2 |
| 0980 | STRUCTURE EXCAVATION-COMMON | 08001 | 313.000 |
683.000 |
$17.500 |
CUYD | 0.1 |
| 0990 | CONCRETE-CLASS A | 08100 | 42.420 |
42.420 |
$750.000 |
CUYD | 0.5 |
| 1000 | STEEL REINFORCEMENT | 08150 | 2,189.000 |
2,189.000 |
$1.000 |
LB | 0.0 |
| 1010 | TEMP CONC MED BARRIER | 20471ES509 | 1,300.000 |
1,300.000 |
$27.500 |
LF | 0.6 |
| 1020 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 1030 | TEMPORARY SILT DITCH | 20594ES213 | 4,635.000 |
4,635.000 |
$1.000 |
LF | 0.1 |
| 1040 | CLEAN TEMPORARY SILT DITCH | 20601ES213 | 13,905.000 |
13,905.000 |
$0.010 |
LF | 0.0 |
| 8006 | FUEL ADJUSTMENT | 10020NS | 0.000 |
70,000.000 |
$1.000 |
DOLL | 0.0 |
| 8007 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
260,000.001 |
$1.000 |
DOLL | 0.0 |
| 8008 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
30,000.001 |
$1.000 |
DOLL | 0.0 |
| 8014 | PERF PIPE HEADWALL TY 1-4 INCH (Reimbursement to Contractor) | 01020 | 0.000 |
4.000 |
$186.840 |
EACH | 0.0 |
| 8015 | PERF PIPE HEADWALL TY 3-4 INCH (Reimbursement to Contractor) | 01028 | 0.000 |
4.000 |
$195.580 |
EACH | 0.0 |
| 8016 | PERFORATED PIPE-4 INCH (Reimbursement to Contractor) | 01000 | 0.000 |
300.000 |
$0.477 |
LF | 0.0 |
| 8017 | NON-PERFORATED PIPE-4 INCH (Reimbursement to Contractor) | 01010 | 0.000 |
1,000.000 |
$0.424 |
LF | 0.0 |
| 8018 | LANE CLOSURE (Cumberland Parkway) | 02653 | 0.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 8019 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
64,551.000 |
$0.180 |
LF | 0.0 |
Category Total $4,565,868.04 |
| SM- Project | DE001006105W1 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | STATION 1074+81.47 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | STRUCTURE GRANULAR BACKFILL | 02231 | 246.000 |
596.000 |
$29.000 |
CUYD | 0.1 |
| 1060 | MASONRY COATING | 02998 | 1,157.000 |
1,157.000 |
$9.250 |
SQYD | 0.2 |
| 1070 | ARMORED EDGE FOR CONCRETE | 03299 | 132.000 |
132.000 |
$49.750 |
LF | 0.1 |
| 1080 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 28.000 |
53.000 |
$38.000 |
CUYD | 0.0 |
| 1090 | FOUNDATION PREPARATION BRIDGE STA 1074+81.47 | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.2 |
| 1100 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 61.000 |
261.000 |
$40.000 |
TON | 0.0 |
| 1110 | TEST PILES | 08033 | 35.000 |
35.000 |
$34.850 |
LF | 0.0 |
| 1120 | PILES-STEEL HP12X53 | 08046 | 444.000 |
444.000 |
$34.850 |
LF | 0.2 |
| 1130 | PILE POINTS-12 INCH | 08094 | 38.000 |
38.000 |
$105.000 |
EACH | 0.1 |
| 1140 | CONCRETE-CLASS A | 08100 | 223.600 |
223.600 |
$395.000 |
CUYD | 1.4 |
| 1150 | CONCRETE-CLASS AA | 08104 | 567.500 |
567.500 |
$425.000 |
CUYD | 3.7 |
| 1160 | STEEL REINFORCEMENT | 08150 | 40,335.000 |
37,124.000 |
$0.720 |
LB | 0.4 |
| 1170 | STEEL REINF-EPOXY COATED | 08151 | 137,733.000 |
139,685.000 |
$0.950 |
LB | 2.0 |
| 1180 | APPROACH SLAB | 08500 | 367.000 |
367.000 |
$165.000 |
SQYD | 0.9 |
| 1190 | PRECAST PC I BEAM TYPE 5 | 08636 | 1,721.300 |
1,721.300 |
$245.000 |
LF | 6.5 |
| 8003 | FABRIC-GEOTEXTILE TYPE I | 02596 | 0.000 |
400.000 |
$2.000 |
SQYD | 0.0 |
| 8004 | MASS CONCRETE | 10040ES | 0.000 |
34.000 |
$167.600 |
CUYD | 0.0 |
| 8005 | STEEL REINFORCEMENT Reimbursement to Contractor | 08150 | 0.000 |
1,260.000 |
$0.400 |
LB | 0.0 |
Category Total $1,030,260.95 |
| SM- Project | DE001006105W1 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CULVERT @ STATION 1077+75.18 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1200 | REMOVE CONCRETE MASONRY | 02403 | 5.000 |
56.840 |
$375.000 |
CUYD | 0.0 |
| 1210 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 576.000 |
576.000 |
$38.000 |
CUYD | 0.3 |
| 1220 | FOUNDATION PREPARATION CULVERT STA 1077+75.18 | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.2 |
| 1230 | CONCRETE-CLASS A | 08100 | 372.000 |
430.140 |
$395.000 |
CUYD | 2.3 |
| 1240 | STEEL REINFORCEMENT | 08150 | 48,057.000 |
55,567.000 |
$0.720 |
LB | 0.5 |
| 1250 | LIGHTWEIGHT FILL | 20602EC | 980.000 |
0.000 |
$85.000 |
CUYD | 1.3 |
| 8000 | FOUNDATION PREPARATION Value Engineering Culvert STA 1077+75.18 (Inlet & Outlet) | 08003 | 0.000 |
1.000 |
$18,000.000 |
LS | 0.0 |
Category Total $298,604.04 |
| SM- Project | DE001006105W1 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | STATION 2592+36.40 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1260 | REMOVE CONCRETE MASONRY | 02403 | 27.000 |
66.010 |
$375.000 |
CUYD | 0.2 |
| 1270 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 26.000 |
26.000 |
$38.000 |
CUYD | 0.0 |
| 1280 | FOUNDATION PREPARATION STA. 2592+36.40 | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.2 |
| 1290 | CONCRETE-CLASS A | 08100 | 183.400 |
225.280 |
$395.000 |
CUYD | 1.1 |
| 1300 | STEEL REINFORCEMENT | 08150 | 22,778.000 |
27,979.000 |
$0.720 |
LB | 0.3 |
| 1310 | LIGHTWEIGHT FILL | 20602EC | 589.000 |
0.000 |
$85.000 |
CUYD | 0.8 |
| 8001 | FOUNDATION PREPARATION Value Engineering Culvert STA. 2592+36.4 (Outlet) | 08003 | 0.000 |
1.000 |
$13,000.000 |
LS | 0.0 |
Category Total $160,021.16 |
| SM- Project | DE001006105W1 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1320 | GMSS GALV STEEL TYPE A | 06400 | 2,343.000 |
2,135.000 |
$1.500 |
LB | 0.1 |
| 1330 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,154.000 |
0.000 |
$14.050 |
SQFT | 0.2 |
| 1340 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 35.000 |
60.000 |
$15.000 |
SQFT | 0.0 |
| 1350 | STEEL POST TYPE 2 | 06411 | 69.000 |
0.000 |
$4.500 |
LF | 0.0 |
| 1360 | GMSS GALV STEEL TYPE B | 06440 | 9,229.000 |
0.000 |
$1.750 |
LB | 0.2 |
| 1370 | REMOVE SIGN SUPPORT BEAM | 06451 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 1380 | CLASS A CONCRETE FOR SIGNS | 06490 | 27.000 |
25.900 |
$350.000 |
CUYD | 0.1 |
| 8009 | GMSS GALV STEEL TYPE C | 20815ED | 0.000 |
5,564.000 |
$5.730 |
LB | 0.0 |
| 8010 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 0.000 |
896.000 |
$1.640 |
LB | 0.0 |
| 8011 | STEEL POST TYPE 1 | 06410 | 0.000 |
128.000 |
$7.350 |
LF | 0.0 |
| 8012 | REMOVE SIGN | 21373ND | 0.000 |
3.000 |
$525.000 |
EACH | 0.0 |
| 8013 | SBM ALUMINUM PANEL SIGNS (REVISED SHEETING REFLECTIVITY) | 06405 | 0.000 |
1,248.000 |
$17.580 |
SQFT | 0.0 |
Category Total $47,364.45 |
| SM- Project | DE001006105W1 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1390 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$305,000.000 |
LS | 4.7 |
| 1400 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$92,000.000 |
LS | 1.4 |
| 8002 | VALUE ENGINEERING | 10121NX | 0.000 |
9,818.220 |
$1.000 |
DOLL | 0.0 |
Category Total $397,000.00 |