|
Item List 051155 |
Date:06/01/2018 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051155 | Primary Project Number | DE09804600555 |
| Contract Description | PIKEVILLE-VA. STATE LINE ROAD (US 460) | ||
| Primary County | PIKE | Fed/St Number | APD 80-6(25) |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 25,071,786.73 | ||
| SM- Project | DE09804600506 |
| Fed/State Number | ADP 80-6(25) |
| Project Description | PIKEVILLE - VA STATE LINE ROAD (US 460) |
| *********** |
| SM- Project | DE09804600506 | CATEGORY NUMBER | 0001 | CATEGORY Description | NON PARTICIAPTING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8039 | ASPHALT ADJUSTMENT Non-Participating | 10030NS | 0.000 |
4,123.840 |
$1.000 |
DOLL | 0.0 |
| 9001 | DELAY COST NON PARTICIPATING FEDERAL FUNDS | 10070NX | 0.000 |
3,048,081.000 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE09804600506 | CATEGORY NUMBER | 0002 | CATEGORY Description | NON PARTICIPATING FUNDS FY11 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
Category Total $0.00 |
| SM- Project | DE09804600555 |
| Fed/State Number | APD 80-6(25) |
| Project Description | PIKEVILLE-VA. STATE LINE ROAD (US 460) |
| *********** |
| SM- Project | DE09804600555 | 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 | 3,303.000 |
4,960.000 |
$34.450 |
TON | 0.5 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 1,710.000 |
4,164.980 |
$15.500 |
TON | 0.1 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 10.000 |
10.000 |
$50.000 |
TON | 0.0 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 28.900 |
89.000 |
$95.000 |
TON | 0.0 |
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,544.000 |
5,406.000 |
$75.780 |
TON | 0.8 |
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | 3.500 |
11.000 |
$750.000 |
TON | 0.0 |
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 503.000 |
1,046.000 |
$84.750 |
TON | 0.2 |
| 0080 | CULVERT PIPE-18 INCH | 00462 | 247.000 |
153.000 |
$39.200 |
LF | 0.0 |
| 0090 | CULVERT PIPE-24 INCH | 00464 | 350.000 |
172.000 |
$50.900 |
LF | 0.1 |
| 0100 | CULVERT PIPE-30 INCH | 00466 | 85.000 |
0.000 |
$56.800 |
LF | 0.0 |
| 0110 | CULVERT PIPE-54 INCH | 00471 | 52.000 |
52.000 |
$118.700 |
LF | 0.0 |
| 0120 | CULVERT PIPE-78 INCH | 00475 | 129.000 |
176.000 |
$201.500 |
LF | 0.1 |
| 0130 | STORM SEWER PIPE-24 INCH | 00524 | 359.000 |
91.000 |
$40.700 |
LF | 0.1 |
| 0140 | STORM SEWER PIPE-30 INCH | 00526 | 728.000 |
1,450.000 |
$51.000 |
LF | 0.1 |
| 0150 | STORM SEWER PIPE-36 INCH | 00528 | 2,573.000 |
2,068.000 |
$60.000 |
LF | 0.6 |
| 0160 | STORM SEWER PIPE-48 INCH | 00530 | 220.000 |
220.000 |
$91.600 |
LF | 0.1 |
| 0170 | STORM SEWER PIPE-54 INCH | 00531 | 323.000 |
323.000 |
$101.000 |
LF | 0.1 |
| 0180 | STORM SEWER PIPE-60 INCH | 00532 | 509.000 |
509.000 |
$123.500 |
LF | 0.3 |
| 0190 | PERFORATED PIPE-4 INCH | 01000 | 1,206.000 |
1,406.000 |
$8.000 |
LF | 0.0 |
| 0200 | PERFORATED PIPE-8 INCH | 01002 | 4,200.000 |
4,200.000 |
$8.000 |
LF | 0.1 |
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | 100.000 |
200.000 |
$8.000 |
LF | 0.0 |
| 0220 | NON-PERFORATED PIPE-8 INCH | 01012 | 180.000 |
180.000 |
$8.000 |
LF | 0.0 |
| 0230 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 10.000 |
10.000 |
$450.000 |
EACH | 0.0 |
| 0240 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$3,250.000 |
EACH | 0.0 |
| 0250 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
0.000 |
$3,250.000 |
EACH | 0.0 |
| 0260 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 3.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0270 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
4.000 |
$2,730.000 |
EACH | 0.1 |
| 0280 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
4.000 |
$3,015.000 |
EACH | 0.0 |
| 0290 | DROP BOX INLET TYPE 5B | 01505 | 4.000 |
3.000 |
$2,400.000 |
EACH | 0.0 |
| 0300 | DROP BOX INLET TYPE 7 | 01538 | 3.000 |
3.000 |
$4,560.000 |
EACH | 0.1 |
| 0310 | DROP BOX INLET TYPE 13GB | 01562 | 7.000 |
10.000 |
$2,830.000 |
EACH | 0.1 |
| 0320 | TEMPORARY DITCH | 02159 | 5,950.000 |
5,950.000 |
$1.400 |
LF | 0.0 |
| 0330 | ROADWAY EXCAVATION | 02200 | 7,429,055.000 |
8,238,531.000 |
$2.240 |
CUYD | 66.4 |
| 0340 | WATER | 02242 | 853.000 |
2,815.000 |
$10.000 |
MGAL | 0.0 |
| 0350 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 10,149.000 |
9,772.000 |
$5.150 |
LF | 0.2 |
| 0360 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,983.000 |
4,240.000 |
$17.000 |
LF | 0.1 |
| 0370 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
0.000 |
$3,200.000 |
EACH | 0.1 |
| 0380 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 2.000 |
2.000 |
$750.000 |
EACH | 0.0 |
| 0390 | R/W MARKER RURAL TYPE 1 | 02434 | 23.000 |
28.000 |
$100.000 |
EACH | 0.0 |
| 0400 | PLUG WATER WELL | 02475 | 15.000 |
15.000 |
$800.000 |
EACH | 0.0 |
| 0410 | CHANNEL LINING CLASS II | 02483 | 4,820.000 |
5,261.000 |
$15.400 |
TON | 0.3 |
| 0420 | CHANNEL LINING CLASS III | 02484 | 4,160.000 |
0.000 |
$15.400 |
TON | 0.3 |
| 0430 | CHANNEL LINING CLASS IV | 02488 | 1,233.000 |
11,445.000 |
$12.000 |
CUYD | 0.1 |
| 0440 | CLEARING AND GRUBBING 130 ACRES | 02545 | 1.000 |
1.000 |
$370,227.000 |
LS | 1.5 |
| 0450 | SIGNS | 02562 | 13.500 |
280.000 |
$25.000 |
SQFT | 0.0 |
| 0460 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 97,002.000 |
13,493.000 |
$0.010 |
SQYD | 0.0 |
| 0470 | RETAINING WALL-GABION | 02610 | 56.000 |
0.000 |
$177.400 |
CUYD | 0.0 |
| 0480 | HANDRAIL-TYPE A-2 | 02612 | 278.000 |
0.000 |
$53.000 |
LF | 0.1 |
| 0490 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$40,600.000 |
LS | 0.2 |
| 0500 | SETTLEMENT PLATFORM | 02692 | 3.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0510 | TEMPORARY SILT FENCE | 02701 | 38,600.000 |
38,600.000 |
$0.010 |
LF | 0.0 |
| 0520 | SILT TRAP TYPE A | 02703 | 8.000 |
8.000 |
$500.000 |
EACH | 0.0 |
| 0530 | SILT TRAP TYPE B | 02704 | 19.000 |
19.000 |
$125.000 |
EACH | 0.0 |
| 0540 | CLEAN SILT TRAP TYPE A | 02706 | 24.000 |
24.000 |
$10.000 |
EACH | 0.0 |
| 0550 | CLEAN SILT TRAP TYPE B | 02707 | 57.000 |
57.000 |
$10.000 |
EACH | 0.0 |
| 0560 | CLEAN TEMPORARY SILT FENCE | 02709 | 77,200.000 |
77,200.000 |
$0.010 |
LF | 0.0 |
| 0570 | STAKING | 02726 | 1.000 |
1.000 |
$279,250.000 |
LS | 1.1 |
| 0580 | STEEL PIPE-2 1/2 INCH | 03340 | 120.750 |
72.000 |
$28.000 |
LF | 0.0 |
| 0590 | STEEL PIPE-4 INCH | 03343 | 120.750 |
72.000 |
$38.000 |
LF | 0.0 |
| 0600 | EROSION CONTROL BLANKET | 05950 | 3,000.000 |
16,940.000 |
$2.000 |
SQYD | 0.0 |
| 0610 | TEMPORARY MULCH | 05952 | 629,200.000 |
629,200.000 |
$0.160 |
SQYD | 0.4 |
| 0620 | TEMP SEEDING AND PROTECTION | 05953 | 44,692.000 |
44,692.000 |
$0.220 |
SQYD | 0.0 |
| 0630 | TOPDRESSING FERTILIZER | 05966 | 11.600 |
11.600 |
$500.000 |
TON | 0.0 |
| 0640 | SEEDING AND PROTECTION | 05985 | 223,459.000 |
320,659.000 |
$0.300 |
SQYD | 0.3 |
| 0650 | SPECIAL SEEDING CROWN VETCH | 05989 | 49,822.000 |
49,822.000 |
$0.250 |
SQYD | 0.0 |
| 0660 | SODDING | 05990 | 1,867.000 |
1,867.000 |
$4.500 |
SQYD | 0.0 |
| 0670 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 1,000.000 |
3,000.000 |
$1.000 |
LF | 0.0 |
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 6,638.000 |
15,689.000 |
$0.650 |
LF | 0.0 |
| 0690 | PAVEMENT MARKER TYPE V-BY | 06591 | 41.000 |
93.000 |
$45.000 |
EACH | 0.0 |
| 0700 | RETAINING WALL | 08018 | 4,500.000 |
0.000 |
$0.420 |
SQFT | 0.0 |
| 0710 | CONCRETE-CLASS A | 08100 | 67.880 |
129.390 |
$450.000 |
CUYD | 0.1 |
| 0720 | STEEL REINFORCEMENT | 08150 | 4,463.000 |
9,847.500 |
$1.300 |
LB | 0.0 |
| 0730 | GRANULAR PILE CORE | 20209EP69 | 3,596.000 |
2,060.000 |
$7.850 |
CUYD | 0.1 |
| 0740 | SILT TRAP TYPE C | 20496NS843 | 29.000 |
69.000 |
$250.000 |
EACH | 0.0 |
| 0750 | CLEAN SILT TRAP TYPE C | 20497NS843 | 87.000 |
87.000 |
$10.000 |
EACH | 0.0 |
| 0760 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0770 | DITCH EXCAVATION | 20597EC | 2,391.000 |
14,276.000 |
$4.000 |
CUYD | 0.0 |
| 0780 | PNEUMATIC BACKSTOWING | 20667ED | 85.000 |
2,398.890 |
$85.000 |
TON | 0.0 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
842,415.580 |
$1.000 |
DOLL | 0.0 |
| 8001 | DELAY COST | 10070NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8002 | CULVERT PIPE-36 INCH | 00468 | 0.000 |
75.000 |
$96.710 |
LF | 0.0 |
| 8003 | CULVERT PIPE-84 INCH | 00476 | 0.000 |
527.000 |
$337.180 |
LF | 0.0 |
| 8004 | STORM SEWER PIPE-18 INCH | 00522 | 0.000 |
544.000 |
$39.770 |
LF | 0.0 |
| 8005 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 0.000 |
2.000 |
$4,413.790 |
EACH | 0.0 |
| 8006 | CLEARING AND GRUBBING (Special) | 02545 | 0.000 |
1.000 |
$25,630.820 |
LS | 0.0 |
| 8007 | EW~ Station 95+08 10'x6'x200' RCBC | 10090NX | 0.000 |
1.000 |
$224,800.000 |
LS | 0.0 |
| 8008 | CONCRETE-CLASS B for Grouting Channel Lining Class IV | 02555 | 0.000 |
135.000 |
$300.000 |
CUYD | 0.0 |
| 8009 | ENTRANCE PIPE-15 INCH | 00440 | 0.000 |
69.000 |
$39.000 |
LF | 0.0 |
| 8010 | VALUE ENGINEERING | 10121NX | 0.000 |
728,736.695 |
$1.000 |
DOLL | 0.0 |
| 8011 | RETAINING WALL-GABION for Mine Openings | 02610 | 0.000 |
448.000 |
$132.000 |
CUYD | 0.0 |
| 8012 | PVC PIPE-4 INCH for Mine Openings | 03383 | 0.000 |
130.000 |
$16.500 |
LF | 0.0 |
| 8013 | SITE PREPARATION Mine Openings @ Lt & Rt. of Station 385+00 | 20257NC | 0.000 |
1.000 |
$5,702.400 |
LS | 0.0 |
| 8014 | SITE PREPARATION for Mine Openings @ Lt. of Stations 383+45 & 384+15 | 20257NC | 0.000 |
1.000 |
$3,731.200 |
LS | 0.0 |
| 8015 | COST PLUS WORK For Mine Openings @ Lt & Rt of Station 385+00 | 10080NSD | 0.000 |
27,916.550 |
$1.000 |
DOLL | 0.0 |
| 8016 | ENGINEERING Costs for (Design, Geotech, COE Permit) | 21726NN | 0.000 |
1.000 |
$96,374.160 |
LS | 0.0 |
| 8017 | EARTHWORK MITIGATION | 21477ND | 0.000 |
1.000 |
$202,826.770 |
LS | 0.0 |
| 8018 | UTILITY RELOCATION SERVICES | 22011NN | 0.000 |
1.000 |
$63,480.000 |
LS | 0.0 |
| 8019 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | 0.000 |
1.000 |
$122,500.000 |
LS | 0.0 |
| 8021 | DROP BOX INLET TYPE 5B MOD | 01506 | 0.000 |
1.000 |
$7,562.500 |
EACH | 0.0 |
| 8022 | DROP BOX INLET TYPE 5B | 01505 | 0.000 |
1.000 |
$3,575.000 |
EACH | 0.0 |
| 8023 | S & F BOX INLET-OUTLET-30 INCH Install | 01452 | 0.000 |
1.000 |
$2,733.500 |
EACH | 0.0 |
| 8024 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 0.000 |
1.000 |
$247.500 |
EACH | 0.0 |
| 8028 | FLOWABLE FILL Eliminate at Pipe Backfill | 02220 | 0.000 |
180.520 |
$-57.360 |
CUYD | 0.0 |
| 8031 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 0.000 |
10.000 |
$63.000 |
EACH | 0.0 |
| 8032 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 0.000 |
4.000 |
$2,415.000 |
EACH | 0.0 |
| 8033 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
5.000 |
$2,520.000 |
EACH | 0.0 |
| 8035 | CONCRETE BARRIER WALL TY 9T | 21807EN | 0.000 |
200.000 |
$46.000 |
LF | 0.0 |
| 8036 | REMOVE GUARDRAIL END TREATMENT Type 4A | 02396 | 0.000 |
1.000 |
$262.500 |
EACH | 0.0 |
| 8037 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 0.000 |
1.000 |
$735.000 |
EACH | 0.0 |
| 8038 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
46,046.740 |
$1.000 |
DOLL | 0.0 |
| 8039 | OVERHAUL | 10300NX | 0.000 |
133,101.870 |
$1.000 |
DOLL | 0.0 |
Category Total $18,872,636.63 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 25984 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0790 | STRUCTURE GRANULAR BACKFILL | 02231 | 318.000 |
318.000 |
$1.000 |
CUYD | 0.0 |
| 0800 | FABRIC-GEOTEXTILE TYPE I | 02596 | 50.000 |
50.000 |
$2.000 |
SQYD | 0.0 |
| 0810 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 164.000 |
164.000 |
$2.000 |
SQYD | 0.0 |
| 0820 | MASONRY COATING | 02998 | 981.000 |
981.000 |
$10.000 |
SQYD | 0.0 |
| 0830 | FOUNDATION PREPARATION 25984 | 08003 | 1.000 |
1.000 |
$23,200.000 |
LS | 0.1 |
| 0840 | RETAINING WALL | 08018 | 5,652.000 |
5,652.000 |
$46.350 |
SQFT | 1.0 |
| 0850 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 23.000 |
23.000 |
$30.000 |
TON | 0.0 |
| 0860 | TEST PILES | 08033 | 174.000 |
174.000 |
$45.000 |
LF | 0.0 |
| 0870 | PILES-STEEL HP14X73 | 08050 | 1,445.000 |
1,525.000 |
$45.000 |
LF | 0.3 |
| 0880 | PILE POINTS-14 INCH | 08095 | 30.000 |
30.000 |
$120.000 |
EACH | 0.0 |
| 0890 | CONCRETE-CLASS A | 08100 | 114.000 |
114.000 |
$485.000 |
CUYD | 0.2 |
| 0900 | CONCRETE-CLASS AA | 08104 | 327.000 |
327.000 |
$498.000 |
CUYD | 0.6 |
| 0910 | STEEL REINFORCEMENT | 08150 | 15,719.000 |
15,719.000 |
$0.810 |
LB | 0.1 |
| 0920 | STEEL REINF-EPOXY COATED | 08151 | 65,823.000 |
68,673.000 |
$0.880 |
LB | 0.2 |
| 0930 | STRUCTURAL STEEL 25984 2177# | 08160 | 1.000 |
1.000 |
$8,900.000 |
LS | 0.0 |
| 0940 | APPROACH SLAB | 08500 | 203.000 |
203.000 |
$224.000 |
SQYD | 0.2 |
| 0950 | PRECAST PC I BEAM TYPE 4 | 08634 | 935.000 |
935.000 |
$191.000 |
LF | 0.7 |
| 8025 | MASS CONCRETE End Bent #2 Ramp Bridge | 10040ES | 0.000 |
0.000 |
$130.000 |
CUYD | 0.0 |
| 8027 | DRILLED-IN CAISSONS Rock 24 IN | 08121 | 0.000 |
64.000 |
$225.240 |
LF | 0.0 |
| 8029 | MASS CONCRETE End Bent #2 Ramp Bridge | 10040ES | 0.000 |
12.000 |
$241.570 |
CUYD | 0.0 |
| 8030 | FRENCH DRAIN | 09482 | 0.000 |
60.000 |
$79.170 |
LF | 0.0 |
| 8034 | EW~ Additional Testing Cost for MSE Wall Backfill | 10090NX | 0.000 |
1.000 |
$6,150.320 |
LS | 0.0 |
Category Total $894,620.83 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 25156 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0960 | STRUCTURE GRANULAR BACKFILL WB | 02231 | 516.000 |
0.000 |
$48.000 |
CUYD | 0.1 |
| 0970 | FABRIC-GEOTEXTILE TYPE I WB | 02596 | 679.000 |
0.000 |
$2.000 |
SQYD | 0.0 |
| 0980 | FABRIC-GEOTEXTILE TYPE IV WB | 02599 | 181.000 |
0.000 |
$2.000 |
SQYD | 0.0 |
| 0990 | MASONRY COATING WB | 02998 | 1,651.000 |
0.000 |
$10.000 |
SQYD | 0.1 |
| 1000 | STRUCTURE EXCAV-SOLID ROCK WB | 08002 | 916.000 |
0.000 |
$30.150 |
CUYD | 0.1 |
| 1010 | FOUNDATION PREPARATION 25156 WB | 08003 | 1.000 |
0.000 |
$37,600.000 |
LS | 0.2 |
| 1020 | CRUSHED AGGREGATE SLOPE PROT WB | 08020 | 218.000 |
0.000 |
$23.000 |
TON | 0.0 |
| 1030 | TEST PILES WB | 08033 | 202.000 |
0.000 |
$51.000 |
LF | 0.0 |
| 1040 | PILES-STEEL HP14X89 WB | 08051 | 2,482.000 |
0.000 |
$51.000 |
LF | 0.5 |
| 1050 | PILE POINTS-14 INCH WB | 08095 | 56.000 |
0.000 |
$120.000 |
EACH | 0.0 |
| 1060 | CONCRETE-CLASS A WB | 08100 | 1,313.000 |
0.000 |
$375.000 |
CUYD | 2.0 |
| 1070 | CONCRETE-CLASS AA WB | 08104 | 1,029.000 |
0.000 |
$463.000 |
CUYD | 1.9 |
| 1080 | STEEL REINFORCEMENT WB | 08150 | 235,332.000 |
0.000 |
$0.690 |
LB | 0.6 |
| 1090 | STEEL REINF-EPOXY COATED WB | 08151 | 231,575.000 |
0.000 |
$0.850 |
LB | 0.8 |
| 1100 | STRUCTURAL STEEL 25156 WB 2122# | 08160 | 1.000 |
0.000 |
$15,700.000 |
LS | 0.1 |
| 1110 | APPROACH SLAB WB | 08500 | 120.000 |
0.000 |
$200.000 |
SQYD | 0.1 |
| 1120 | PRECAST PC I BEAM TYPE 4 WB | 08634 | 3,421.000 |
0.000 |
$192.000 |
LF | 2.6 |
| 1130 | CHAIN LINK FENCE-9 FT WB | 08713 | 516.000 |
0.000 |
$48.000 |
LF | 0.1 |
Category Total $2,306,153.23 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 25156 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1140 | STRUCTURE GRANULAR BACKFILL EB | 02231 | 356.000 |
0.000 |
$48.000 |
CUYD | 0.1 |
| 1150 | FABRIC-GEOTEXTILE TYPE I EB | 02596 | 752.000 |
0.000 |
$2.000 |
SQYD | 0.0 |
| 1160 | FABRIC-GEOTEXTILE TYPE IV EB | 02599 | 159.000 |
0.000 |
$2.000 |
SQYD | 0.0 |
| 1170 | MASONRY COATING EB | 02998 | 1,466.000 |
0.000 |
$10.000 |
SQYD | 0.1 |
| 1180 | STRUCTURE EXCAV-SOLID ROCK EB | 08002 | 692.000 |
0.000 |
$40.350 |
CUYD | 0.1 |
| 1190 | FOUNDATION PREPARATION 25156 EB | 08003 | 1.000 |
0.000 |
$37,600.000 |
LS | 0.2 |
| 1200 | CRUSHED AGGREGATE SLOPE PROT EB | 08020 | 240.000 |
0.000 |
$23.000 |
TON | 0.0 |
| 1210 | TEST PILES EB | 08033 | 189.000 |
0.000 |
$51.000 |
LF | 0.0 |
| 1220 | PILES-STEEL HP14X89 EB | 08051 | 2,399.000 |
0.000 |
$51.000 |
LF | 0.5 |
| 1230 | PILE POINTS-14 INCH EB | 08095 | 56.000 |
0.000 |
$120.000 |
EACH | 0.0 |
| 1240 | CONCRETE-CLASS A EB | 08100 | 993.000 |
0.000 |
$375.000 |
CUYD | 1.5 |
| 1250 | CONCRETE-CLASS AA EB | 08104 | 943.000 |
0.000 |
$463.000 |
CUYD | 1.7 |
| 1260 | STEEL REINFORCEMENT EB | 08150 | 176,663.000 |
0.000 |
$0.690 |
LB | 0.5 |
| 1270 | STEEL REINF-EPOXY COATED EB | 08151 | 220,962.000 |
0.000 |
$0.850 |
LB | 0.7 |
| 1280 | STRUCTURAL STEEL 25156 EB 2044# | 08160 | 1.000 |
0.000 |
$15,700.000 |
LS | 0.1 |
| 1290 | APPROACH SLAB EB | 08500 | 120.000 |
0.000 |
$200.000 |
SQYD | 0.1 |
| 1300 | PRECAST PC I BEAM TYPE 4 EB | 08634 | 3,186.000 |
0.000 |
$192.000 |
LF | 2.4 |
| 1310 | CHAIN LINK FENCE-9 FT EB | 08713 | 323.000 |
0.000 |
$48.000 |
LF | 0.1 |
Category Total $2,028,935.37 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 25486 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1320 | FOUNDATION PREPARATION 25486 | 08003 | 1.000 |
0.000 |
$9,000.000 |
LS | 0.0 |
| 1330 | CONCRETE-CLASS A | 08100 | 201.000 |
25.670 |
$485.000 |
CUYD | 0.4 |
| 1340 | STEEL REINFORCEMENT | 08150 | 26,989.000 |
2,043.000 |
$0.810 |
LB | 0.1 |
| 8020 | FOUNDATION PREPARATION 25486 | 08003 | 0.000 |
0.000 |
$9,000.000 |
LS | 0.0 |
| 8026 | CULVERT PIPE-84 INCH RCP | 00476 | 0.000 |
160.000 |
$526.000 |
LF | 0.0 |
Category Total $128,346.09 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | 25485 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1350 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 50.000 |
0.000 |
$40.000 |
LF | 0.0 |
| 1360 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 65.000 |
0.000 |
$40.000 |
CUYD | 0.0 |
| 1370 | FOUNDATION PREPARATION 25485 | 08003 | 1.000 |
0.000 |
$14,800.000 |
LS | 0.1 |
| 1380 | CYCLOPEAN STONE RIP RAP | 08019 | 74.000 |
0.000 |
$80.000 |
TON | 0.0 |
| 1390 | CONCRETE-CLASS A | 08100 | 71.000 |
0.000 |
$485.000 |
CUYD | 0.1 |
| 1400 | STEEL REINFORCEMENT | 08150 | 11,544.000 |
0.000 |
$0.810 |
LB | 0.0 |
| 1410 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | 39.000 |
0.000 |
$82.000 |
LF | 0.0 |
Category Total $72,303.64 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1420 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$399,171.000 |
LS | 1.6 |
| 1430 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$364,619.940 |
LS | 1.5 |
Category Total $763,790.94 |
| SM- Project | DE09804600555 | CATEGORY NUMBER | 0008 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1440 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
| 1450 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | 2,000.000 |
2,000.000 |
$1.000 |
HOUR | 0.0 |
| 1460 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
0.000 |
$1.000 |
HOUR | 0.0 |
Category Total $5,000.00 |