|
Item List 041130 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041130 | Primary Project Number | DE01300150423 |
| Contract Description | JACKSON-CAMPTON ROAD (KY 15) | ||
| Primary County | BREATHITT | Fed/St Number | 013GR04130 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 36,460,418.27 | ||
| SM- Project | DE01300150423 |
| Fed/State Number | NH 15-1(52) |
| Project Description | JACKSON-CAMPTON ROAD (KY 15) |
| *********** |
| SM- Project | DE01300150423 | 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 | 28,008.000 |
23,909.410 |
$17.000 |
TON | 1.3 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 605.000 |
605.000 |
$18.000 |
TON | 0.0 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2.000 |
2.000 |
$25.000 |
TON | 0.0 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 251.000 |
242.000 |
$45.000 |
TON | 0.0 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 155.000 |
74.000 |
$52.000 |
TON | 0.0 |
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 5,887.000 |
4,919.220 |
$46.500 |
TON | 0.8 |
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,444.000 |
2,794.000 |
$48.500 |
TON | 0.3 |
| 0080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 4,793.000 |
5,768.000 |
$49.900 |
TON | 0.7 |
| 0090 | CL1 ASPH BASE 0.75D PG64-22 23 | 00220 | 1,492.000 |
1,412.500 |
$49.900 |
TON | 0.2 |
| 0100 | CL2 ASPH BASE 0.75D PG64-22 23 | 00221 | 6,304.000 |
5,544.250 |
$49.900 |
TON | 0.9 |
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | 29.900 |
28.830 |
$350.000 |
TON | 0.0 |
| 0120 | CL1 ASPH SURF 0.38D PG64-22 23 | 00300 | 527.000 |
482.500 |
$59.850 |
TON | 0.1 |
| 0130 | CL2 ASPH SURF 0.38D PG64-22 23 | 00301 | 1,703.000 |
1,809.000 |
$54.750 |
TON | 0.3 |
| 0150 | CL3 ASPH SURF 0.38B PG76-22 23 | 20469ES403 | 1,899.000 |
1,899.000 |
$58.750 |
TON | 0.3 |
| 0160 | ENTRANCE PIPE-15 INCH | 00440 | 176.000 |
121.000 |
$38.000 |
LF | 0.0 |
| 0170 | ENTRANCE PIPE-18 INCH | 00441 | 88.000 |
133.000 |
$40.000 |
LF | 0.0 |
| 0180 | CULVERT PIPE-18 INCH | 00462 | 540.000 |
668.000 |
$41.550 |
LF | 0.1 |
| 0190 | CULVERT PIPE-24 INCH | 00464 | 278.000 |
1,425.000 |
$51.900 |
LF | 0.0 |
| 0200 | CULVERT PIPE-30 INCH | 00466 | 323.000 |
693.000 |
$53.100 |
LF | 0.0 |
| 0210 | CULVERT PIPE-36 INCH | 00468 | 720.000 |
156.000 |
$0.650 |
LF | 0.0 |
| 0220 | CULVERT PIPE-54 INCH | 00471 | 1,180.000 |
1,094.000 |
$138.350 |
LF | 0.4 |
| 0230 | STORM SEWER PIPE-18 INCH | 00522 | 250.000 |
0.000 |
$37.850 |
LF | 0.0 |
| 0240 | STORM SEWER PIPE-24 INCH | 00524 | 1,390.000 |
0.000 |
$40.950 |
LF | 0.2 |
| 0250 | STORM SEWER PIPE-30 INCH | 00526 | 370.000 |
0.000 |
$46.450 |
LF | 0.0 |
| 0260 | PERFORATED PIPE-4 INCH | 01000 | 679.000 |
679.000 |
$8.000 |
LF | 0.0 |
| 0270 | NON-PERFORATED PIPE-4 INCH | 01010 | 424.000 |
424.000 |
$8.000 |
LF | 0.0 |
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0290 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 1.000 |
0.000 |
$4,000.000 |
EACH | 0.0 |
| 0300 | DROP BOX INLET TYPE 1 | 01490 | 6.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 0310 | DROP BOX INLET TYPE 2 | 01493 | 3.000 |
2.000 |
$2,700.000 |
EACH | 0.0 |
| 0320 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0330 | DROP BOX INLET TYPE 5B | 01505 | 7.000 |
8.000 |
$2,300.000 |
EACH | 0.0 |
| 0340 | DROP BOX INLET TYPE 5D | 01511 | 2.000 |
2.000 |
$2,300.000 |
EACH | 0.0 |
| 0350 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0360 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0370 | MANHOLE TYPE C | 01767 | 1.000 |
0.000 |
$4,000.000 |
EACH | 0.0 |
| 0380 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 89.000 |
89.000 |
$10.000 |
EACH | 0.0 |
| 0390 | BARRICADE-TYPE III | 02014 | 8.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 0400 | REMOVE PAVEMENT | 02091 | 1,838.000 |
1,838.000 |
$1.750 |
SQYD | 0.0 |
| 0410 | ROADWAY EXCAVATION | 02200 | 3,173,787.000 |
2,831,579.000 |
$2.360 |
CUYD | 20.5 |
| 0420 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 20,372.000 |
17,762.000 |
$5.000 |
LF | 0.3 |
| 0430 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 5,812.500 |
2,600.000 |
$15.500 |
LF | 0.2 |
| 0440 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
4.000 |
$60.000 |
EACH | 0.0 |
| 0450 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$3,200.000 |
EACH | 0.0 |
| 0460 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 11.000 |
7.000 |
$700.000 |
EACH | 0.0 |
| 0470 | TEMPORARY GUARDRAIL | 02397 | 2,600.000 |
1,262.500 |
$10.000 |
LF | 0.1 |
| 0480 | R/W MARKER RURAL TYPE 1 | 02434 | 27.000 |
27.000 |
$80.000 |
EACH | 0.0 |
| 0490 | CHANNEL LINING CLASS IA | 02482 | 1,154.000 |
1,154.000 |
$0.650 |
TON | 0.0 |
| 0500 | CHANNEL LINING CLASS II | 02483 | 3,383.000 |
1,737.970 |
$16.550 |
TON | 0.2 |
| 0510 | CHANNEL LINING CLASS III | 02484 | 2,252.000 |
2,252.000 |
$0.170 |
TON | 0.0 |
| 0520 | CLEARING AND GRUBBING 115 ACRES | 02545 | 1.000 |
1.000 |
$197,800.000 |
LS | 0.5 |
| 0530 | SIGNS | 02562 | 465.000 |
401.000 |
$10.000 |
SQFT | 0.0 |
| 0540 | EDGE KEY | 02585 | 81.000 |
81.000 |
$22.000 |
LF | 0.0 |
| 0550 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 1,055.000 |
1,055.000 |
$2.500 |
SQYD | 0.0 |
| 0560 | MAINTAIN & CONTROL TRAFFIC 1 | 02650 | 1.000 |
1.000 |
$48,000.000 |
LS | 0.1 |
| 0570 | DIVERSIONS (BY-PASS DETOURS) DIVERSION 1 | 02651 | 1.000 |
0.000 |
$56,000.000 |
LS | 0.2 |
| 0580 | DIVERSIONS (BY-PASS DETOURS) DIVERSION 2 | 02651 | 1.000 |
1.000 |
$16,400.000 |
LS | 0.0 |
| 0590 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.0 |
| 0600 | SAFELOADING | 02690 | 168.000 |
168.000 |
$1.000 |
CUYD | 0.0 |
| 0610 | TEMPORARY SILT FENCE | 02701 | 4,238.000 |
4,238.000 |
$2.500 |
LF | 0.0 |
| 0620 | SILT TRAP TYPE B | 02704 | 8.000 |
8.000 |
$200.000 |
EACH | 0.0 |
| 0630 | SILT CHECK | 02705 | 108.000 |
108.000 |
$75.000 |
EACH | 0.0 |
| 0640 | CLEAN SILT TRAP TYPE B | 02707 | 16.000 |
16.000 |
$25.000 |
EACH | 0.0 |
| 0650 | CLEAN SILT CHECK | 02708 | 216.000 |
216.000 |
$10.000 |
EACH | 0.0 |
| 0660 | CLEAN TEMPORARY SILT FENCE | 02709 | 8,476.000 |
8,476.000 |
$0.100 |
LF | 0.0 |
| 0670 | STAKING 1 | 02726 | 1.000 |
1.000 |
$140,000.000 |
LS | 0.4 |
| 0680 | REMOVE STRUCTURE | 02731 | 1.000 |
0.000 |
$3,000.000 |
LS | 0.0 |
| 0690 | FLASHING ARROW | 02775 | 4.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0700 | EROSION CONTROL BLANKET | 05950 | 15,894.000 |
88,810.000 |
$1.500 |
SQYD | 0.1 |
| 0710 | TEMP SEEDING AND PROTECTION | 05953 | 14,992.000 |
14,992.000 |
$0.180 |
SQYD | 0.0 |
| 0720 | SEEDING AND PROTECTION | 05985 | 149,924.000 |
148,513.280 |
$0.300 |
SQYD | 0.1 |
| 0730 | SPECIAL SEEDING CROWN VETCH | 05989 | 166,641.000 |
163,056.840 |
$0.200 |
SQYD | 0.1 |
| 0740 | FLEXIBLE DELINEATOR POST-W | 06417 | 100.000 |
100.000 |
$35.000 |
EACH | 0.0 |
| 0750 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 42,000.000 |
36,000.000 |
$0.200 |
LF | 0.0 |
| 0760 | PAVE STRIPING-THERMO-12 INCH Y | 06547 | 1,021.000 |
1,021.000 |
$3.000 |
LF | 0.0 |
| 0770 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,500.000 |
1,900.000 |
$1.150 |
LF | 0.0 |
| 0780 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,500.000 |
1,900.000 |
$1.150 |
LF | 0.0 |
| 0790 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 13.000 |
13.000 |
$3.000 |
EACH | 0.0 |
| 0800 | PAVEMENT MARKER TYPE V-BY | 06591 | 700.000 |
700.000 |
$28.000 |
EACH | 0.1 |
| 0810 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 40.000 |
40.000 |
$28.000 |
EACH | 0.0 |
| 0820 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 100.000 |
100.000 |
$22.500 |
EACH | 0.0 |
| 0830 | CONCRETE-CLASS A | 08100 | 63.110 |
67.660 |
$600.000 |
CUYD | 0.1 |
| 0840 | STEEL REINFORCEMENT | 08150 | 3,967.500 |
4,224.000 |
$1.000 |
LB | 0.0 |
| 0850 | SILT CHECK (MOD) | 20073ES213 | 24.000 |
24.000 |
$100.000 |
EACH | 0.0 |
| 0860 | CLEAN SILT CHECK (MOD) | 20074ES213 | 48.000 |
48.000 |
$10.000 |
EACH | 0.0 |
| 8010 | FOUNDATION PREPARATION | 08003 | 0.000 |
1.000 |
$105,810.000 |
LS | 0.0 |
| 8011 | EW~ New Hydraulic and Structural Design of Culvert Extension | 10090NX | 0.000 |
1.000 |
$16,975.000 |
LS | 0.0 |
| 8012 | VALUE ENGINEERING | 10121NX | 0.000 |
151,195.090 |
$1.000 |
DOLL | 0.0 |
| 8014 | RELOCATE SERVICE | 20151EC | 0.000 |
1.000 |
$3,300.160 |
EACH | 0.0 |
| 8016 | FUEL ADJUSTMENT | 10020NS | 0.000 |
227,054.630 |
$1.000 |
DOLL | 0.0 |
| 8021 | CULVERT PIPE-42 INCH | 00469 | 0.000 |
259.000 |
$97.000 |
LF | 0.0 |
| 8022 | VALUE ENGINEERING | 10121NX | 0.000 |
374,525.580 |
$1.000 |
DOLL | 0.0 |
| 8023 | EW~ Plan Preparation Roberts Hollow V.E. | 10098NX | 0.000 |
67,000.000 |
$1.000 |
DOLL | 0.0 |
| 8024 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
303,815.240 |
$1.000 |
DOLL | 0.0 |
| 8040 | EW~ Slide Removal Rt. Sta. 1291+50 | 10090NX | 0.000 |
1.000 |
$6,767.270 |
LS | 0.0 |
| 8046 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$13,295.190 |
LS | 0.0 |
| 8047 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$6,364.750 |
LS | 0.0 |
Category Total $10,658,541.77 |
| SM- Project | DE01300150423 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0870 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 447.000 |
0.000 |
$1.000 |
CUYD | 0.0 |
| 0880 | FOUNDATION PREPARATION | 08003 | 1.000 |
0.000 |
$96,100.000 |
LS | 0.3 |
| 0890 | CONCRETE-CLASS A | 08100 | 469.200 |
208.900 |
$320.000 |
CUYD | 0.4 |
| 0900 | STEEL REINFORCEMENT | 08150 | 83,226.000 |
36,385.000 |
$0.800 |
LB | 0.2 |
| 8029 | MASS CONCRETE | 10040ES | 0.000 |
188.000 |
$184.760 |
CUYD | 0.0 |
Category Total $313,271.80 |
| SM- Project | DE01300150423 | CATEGORY NUMBER | 0003 | CATEGORY Description | LANDSCAPING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | TREE | 20000ES724 | 625.000 |
625.000 |
$30.100 |
EACH | 0.1 |
| 0920 | SHRUB | 20001ES724 | 1,188.000 |
1,188.000 |
$10.000 |
EACH | 0.0 |
| 0930 | LIVE STAKES | 20231MD | 6,803.000 |
6,803.000 |
$4.000 |
EACH | 0.1 |
| 0940 | STREAM TYPE A | 20484ED | 677.000 |
677.000 |
$74.700 |
LF | 0.1 |
| 0950 | STREAM TYPE B | 20485ED | 207.000 |
207.000 |
$40.250 |
LF | 0.0 |
| 0960 | STREAM TYPE C | 20486ED | 463.000 |
463.000 |
$32.480 |
LF | 0.0 |
| 0970 | CROSS VANE AND J-HOOKS | 20487ED | 871.000 |
871.000 |
$75.000 |
LF | 0.2 |
| 0980 | GRASS SEEDING | 20489ED | 62.000 |
62.000 |
$60.000 |
LB | 0.0 |
| 0990 | HERBACEOUS MIX | 20490ED | 57.000 |
57.000 |
$150.000 |
LB | 0.0 |
| 1000 | WILD FLOWER MIX | 20491ED | 5.000 |
5.000 |
$120.000 |
LB | 0.0 |
Category Total $210,041.39 |
| SM- Project | DE01300150423 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1010 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$176,480.210 |
LS | 0.5 |
| 1020 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$179,455.403 |
LS | 0.5 |
Category Total $355,935.61 |
| SM- Project | DE01300150423 | CATEGORY NUMBER | 0005 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1030 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A/B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,600.00 |
| SM- Project | DE01300150423 | CATEGORY NUMBER | 0006 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS | 3-18-08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8003 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
352,353.500 |
$1.000 |
DOLL | 0.0 |
| 8025 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
12,862.090 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE01300150430 |
| Fed/State Number | NH 15-1(52) |
| Project Description | JACKSON-CAMPTON ROAD (KY 15) |
| *********** |
| SM- Project | DE01300150430 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY 30 Phase |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 36,246.000 |
34,515.130 |
$17.000 |
TON | 1.7 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 190.000 |
190.000 |
$18.000 |
TON | 0.0 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 4.000 |
4.000 |
$25.000 |
TON | 0.0 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 327.000 |
327.000 |
$45.000 |
TON | 0.0 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 123.000 |
123.000 |
$52.000 |
TON | 0.0 |
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 7,197.000 |
7,987.000 |
$46.500 |
TON | 0.9 |
| 0061 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,001.000 |
3,436.000 |
$48.500 |
TON | 0.4 |
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 5,865.000 |
7,075.000 |
$49.900 |
TON | 0.8 |
| 0080 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 2,424.000 |
2,424.000 |
$49.900 |
TON | 0.3 |
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 8,748.000 |
8,748.000 |
$49.900 |
TON | 1.2 |
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | 38.900 |
38.900 |
$350.000 |
TON | 0.0 |
| 0110 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 674.000 |
674.000 |
$59.850 |
TON | 0.1 |
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,149.000 |
2,149.000 |
$54.750 |
TON | 0.3 |
| 0140 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | 2,325.000 |
1,705.000 |
$58.750 |
TON | 0.4 |
| 0150 | ENTRANCE PIPE-15 INCH | 00440 | 79.000 |
79.000 |
$38.000 |
LF | 0.0 |
| 0160 | CULVERT PIPE-18 INCH | 00462 | 555.000 |
1,425.240 |
$41.550 |
LF | 0.1 |
| 0170 | CULVERT PIPE-24 INCH | 00464 | 96.000 |
2,104.000 |
$51.900 |
LF | 0.0 |
| 0180 | CULVERT PIPE-30 INCH | 00466 | 419.000 |
1,286.420 |
$53.100 |
LF | 0.1 |
| 0190 | CULVERT PIPE-66 INCH | 00473 | 222.000 |
222.000 |
$167.450 |
LF | 0.1 |
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | 899.000 |
0.000 |
$37.850 |
LF | 0.1 |
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | 2,008.000 |
0.000 |
$40.950 |
LF | 0.2 |
| 0220 | STORM SEWER PIPE-30 INCH | 00526 | 933.000 |
0.000 |
$46.450 |
LF | 0.1 |
| 0230 | STORM SEWER PIPE-36 INCH | 00528 | 520.000 |
0.000 |
$56.100 |
LF | 0.1 |
| 0240 | PERFORATED PIPE-4 INCH | 01000 | 570.000 |
570.000 |
$8.000 |
LF | 0.0 |
| 0250 | NON-PERFORATED PIPE-4 INCH | 01010 | 568.000 |
568.000 |
$8.000 |
LF | 0.0 |
| 0260 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 4.000 |
4.000 |
$400.000 |
EACH | 0.0 |
| 0270 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0280 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0290 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 0300 | DROP BOX INLET TYPE 1 | 01490 | 14.000 |
14.000 |
$2,500.000 |
EACH | 0.1 |
| 0310 | DROP BOX INLET TYPE 2 | 01493 | 4.000 |
4.000 |
$2,700.000 |
EACH | 0.0 |
| 0320 | DROP BOX INLET TYPE 5B | 01505 | 13.000 |
13.000 |
$2,300.000 |
EACH | 0.1 |
| 0330 | DROP BOX INLET TYPE 5D | 01511 | 3.000 |
3.000 |
$2,300.000 |
EACH | 0.0 |
| 0340 | DROP BOX INLET TYPE 7 | 01538 | 3.000 |
3.000 |
$3,500.000 |
EACH | 0.0 |
| 0350 | FLUME INLET TYPE 2 | 01691 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.0 |
| 0360 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 3.000 |
3.000 |
$250.000 |
EACH | 0.0 |
| 0370 | MANHOLE TYPE C | 01767 | 5.000 |
3.000 |
$4,000.000 |
EACH | 0.1 |
| 0380 | ISLAND INTEGRAL CURB | 01845 | 304.000 |
304.000 |
$28.000 |
LF | 0.0 |
| 0390 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 123.000 |
123.000 |
$10.000 |
EACH | 0.0 |
| 0400 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$300.000 |
EACH | 0.0 |
| 0410 | JPC PAVEMENT-8 INCH SHLD | 02081 | 496.000 |
496.000 |
$56.000 |
SQYD | 0.1 |
| 0420 | REMOVE PAVEMENT | 02091 | 4,509.000 |
4,509.000 |
$1.750 |
SQYD | 0.0 |
| 0430 | ROADWAY EXCAVATION | 02200 | 4,748,376.000 |
4,708,143.000 |
$2.360 |
CUYD | 30.7 |
| 0440 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 22,325.000 |
22,325.000 |
$5.000 |
LF | 0.3 |
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 6,662.500 |
6,262.500 |
$15.500 |
LF | 0.3 |
| 0460 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$25.000 |
LF | 0.0 |
| 0470 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$60.000 |
EACH | 0.0 |
| 0480 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$2,300.000 |
EACH | 0.0 |
| 0490 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$5,300.000 |
EACH | 0.0 |
| 0500 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 6.000 |
6.000 |
$3,200.000 |
EACH | 0.1 |
| 0510 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 14.000 |
14.000 |
$700.000 |
EACH | 0.0 |
| 0520 | TEMPORARY GUARDRAIL | 02397 | 3,300.000 |
3,300.000 |
$10.000 |
LF | 0.1 |
| 0530 | CHANNEL LINING CLASS IA | 02482 | 8,465.000 |
8,465.000 |
$0.650 |
TON | 0.0 |
| 0540 | CHANNEL LINING CLASS II | 02483 | 3,448.000 |
1,187.540 |
$16.550 |
TON | 0.2 |
| 0550 | CHANNEL LINING CLASS III | 02484 | 5,946.000 |
5,946.000 |
$0.170 |
TON | 0.0 |
| 0560 | CLEARING AND GRUBBING 136 ACRES | 02545 | 1.000 |
1.000 |
$353,900.000 |
LS | 1.0 |
| 0570 | SIGNS | 02562 | 881.000 |
881.000 |
$10.000 |
SQFT | 0.0 |
| 0580 | EDGE KEY | 02585 | 142.000 |
142.000 |
$22.000 |
LF | 0.0 |
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 233.000 |
233.000 |
$2.500 |
SQYD | 0.0 |
| 0600 | MAINTAIN & CONTROL TRAFFIC 2 | 02650 | 1.000 |
1.000 |
$73,000.000 |
LS | 0.2 |
| 0610 | DIVERSIONS (BY-PASS DETOURS) DIVERSION 3 | 02651 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 0620 | DIVERSIONS (BY-PASS DETOURS) DIVERSION 4 | 02651 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 0630 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.0 |
| 0640 | SAFELOADING | 02690 | 272.000 |
272.000 |
$1.000 |
CUYD | 0.0 |
| 0650 | TEMPORARY SILT FENCE | 02701 | 3,238.000 |
3,238.000 |
$2.500 |
LF | 0.0 |
| 0660 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$200.000 |
EACH | 0.0 |
| 0670 | SILT CHECK | 02705 | 88.000 |
88.000 |
$75.000 |
EACH | 0.0 |
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$25.000 |
EACH | 0.0 |
| 0690 | CLEAN SILT CHECK | 02708 | 176.000 |
176.000 |
$10.000 |
EACH | 0.0 |
| 0700 | CLEAN TEMPORARY SILT FENCE | 02709 | 6,476.000 |
6,476.000 |
$0.100 |
LF | 0.0 |
| 0710 | STAKING 2 | 02726 | 1.000 |
1.000 |
$190,000.000 |
LS | 0.5 |
| 0720 | REMOVE STRUCTURE 33+40 | 02731 | 1.000 |
1.000 |
$15,250.000 |
LS | 0.0 |
| 0730 | REMOVE STRUCTURE 33+00 | 02731 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.1 |
| 0740 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 0750 | EROSION CONTROL BLANKET | 05950 | 12,431.000 |
84,200.000 |
$1.500 |
SQYD | 0.1 |
| 0760 | TEMP SEEDING AND PROTECTION | 05953 | 17,124.000 |
17,124.000 |
$0.180 |
SQYD | 0.0 |
| 0770 | SEEDING AND PROTECTION | 05985 | 171,245.000 |
129,510.000 |
$0.300 |
SQYD | 0.1 |
| 0780 | SPECIAL SEEDING CROWN VETCH | 05989 | 134,141.000 |
134,141.000 |
$0.200 |
SQYD | 0.1 |
| 0790 | FLEXIBLE DELINEATOR POST-W | 06417 | 263.000 |
263.000 |
$35.000 |
EACH | 0.0 |
| 0800 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 52,000.000 |
52,000.000 |
$0.200 |
LF | 0.0 |
| 0810 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 14,574.000 |
14,574.000 |
$0.160 |
LF | 0.0 |
| 0820 | PAVE STRIPING-THERMO-12 INCH Y | 06547 | 829.000 |
829.000 |
$3.000 |
LF | 0.0 |
| 0830 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,500.000 |
2,500.000 |
$1.150 |
LF | 0.0 |
| 0840 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,500.000 |
2,500.000 |
$1.150 |
LF | 0.0 |
| 0850 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 650.000 |
650.000 |
$3.000 |
EACH | 0.0 |
| 0860 | PAVEMENT MARKER TYPE V-BY | 06591 | 86.000 |
86.000 |
$28.000 |
EACH | 0.0 |
| 0870 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 102.000 |
102.000 |
$22.500 |
EACH | 0.0 |
| 0880 | CONCRETE-CLASS A | 08100 | 48.610 |
50.760 |
$600.000 |
CUYD | 0.1 |
| 0890 | STEEL REINFORCEMENT | 08150 | 2,933.000 |
3,115.000 |
$1.000 |
LB | 0.0 |
| 0900 | SILT CHECK (MOD) | 20073ES213 | 41.000 |
41.000 |
$100.000 |
EACH | 0.0 |
| 0910 | CLEAN SILT CHECK (MOD) | 20074ES213 | 82.000 |
82.000 |
$10.000 |
EACH | 0.0 |
| 8000 | WATER | 02242 | 0.000 |
15,525.000 |
$5.000 |
MGAL | 0.0 |
| 8001 | CONCRETE BARRIER WALL MODIFIED | 02000 | 0.000 |
3,132.000 |
$23.000 |
LF | 0.0 |
| 8002 | DELINEATOR FOR BARRIER-WHITE | 01984 | 0.000 |
258.000 |
$7.000 |
EACH | 0.0 |
| 8003 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
3,463.750 |
$9.350 |
LF | 0.0 |
| 8004 | CULVERT PIPE-36 INCH | 00468 | 0.000 |
385.320 |
$65.000 |
LF | 0.0 |
| 8005 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8006 | GEOTECH MISCELLANOUS | 25000 | 0.000 |
1.000 |
$5,986.730 |
EACH | 0.0 |
| 8007 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 8008 | ROADWAY EXCAVATION | 02200 | 0.000 |
21,415.000 |
$7.490 |
CUYD | 0.0 |
| 8009 | STAKING | 02726 | 0.000 |
1.000 |
$6,800.000 |
LS | 0.0 |
| 8017 | FUEL ADJUSTMENT | 10020NS | 0.000 |
341,862.210 |
$1.000 |
DOLL | 0.0 |
| 8018 | VALUE ENGINEERING | 10121NX | 0.000 |
206,995.600 |
$1.000 |
DOLL | 0.0 |
| 8019 | RELOCATE CONC BARRIER WALL | 20318ES508 | 0.000 |
750.000 |
$5.000 |
LF | 0.0 |
| 8020 | REMOVE GUARDRAIL | 02381 | 0.000 |
1,100.000 |
$2.000 |
LF | 0.0 |
| 8024 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 0.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 8025 | VALUE ENGINEERING | 10121NX | 0.000 |
13,079.740 |
$1.000 |
DOLL | 0.0 |
| 8026 | REMOVE, RELOCATE, AND RECONNECT SERVICE | 21269ND | 0.000 |
1.000 |
$1,531.860 |
EACH | 0.0 |
| 8028 | ASPHALT ADJUSTMENT 30 PROJECT | 10030NS | 0.000 |
300,867.560 |
$1.000 |
DOLL | 0.0 |
| 8030 | PLUG WATER WELL | 02475M | 0.000 |
2.000 |
$1,450.000 |
EACH | 0.0 |
| 8032 | ASPHALT PLACEMENT WITH MTV | 00338 | 0.000 |
17,809.000 |
$2.150 |
TON | 0.0 |
| 8036 | EW~ Ditch Construction in existing pavement | 10090NX | 0.000 |
1.000 |
$4,393.000 |
LS | 0.0 |
| 8037 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | 0.000 |
1.000 |
$86,938.000 |
LS | 0.0 |
| 8039 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 0.000 |
4.000 |
$440.000 |
EACH | 0.0 |
| 8041 | CL3 ASPH SURF 0.38B PG76-22 (non polishing special application) | 20469ES403 | 0.000 |
620.000 |
$58.750 |
TON | 0.0 |
| 8042 | WATER MAIN RELOCATION Lt Sta. 1432+00 - 1453+00 | 20991ND | 0.000 |
1.000 |
$46,578.290 |
LS | 0.0 |
| 8043 | MILLED RUMBLE STRIPS | 20314ED | 0.000 |
17,310.000 |
$0.410 |
LF | 0.0 |
| 8044 | LEVELING & WEDGING PG76-22 | 00194 | 0.000 |
2,372.000 |
$49.900 |
TON | 0.0 |
| 8045 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 0.000 |
45,000.000 |
$0.290 |
LF | 0.0 |
| 8048 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
29,424.790 |
$1.000 |
DOLL | 0.0 |
Category Total $15,219,890.54 |
| SM- Project | DE01300150430 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE 30 phase |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0920 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 668.000 |
668.000 |
$25.000 |
TON | 0.0 |
| 0930 | STRUCTURE GRANULAR BACKFILL | 02231 | 1,442.000 |
1,442.000 |
$52.000 |
CUYD | 0.2 |
| 0940 | MASONRY COATING | 02998 | 12,553.000 |
12,553.000 |
$10.000 |
SQYD | 0.3 |
| 0950 | ARMORED EDGE FOR CONCRETE | 03299 | 381.500 |
381.500 |
$49.000 |
LF | 0.1 |
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 2,633.000 |
2,633.000 |
$1.000 |
CUYD | 0.0 |
| 0970 | FOUNDATION PREPARATION 1374+30 NB | 08003 | 1.000 |
1.000 |
$108,900.000 |
LS | 0.3 |
| 0980 | FOUNDATION PREPARATION 1433+96.02 NB | 08003 | 1.000 |
1.000 |
$63,000.000 |
LS | 0.2 |
| 0990 | FOUNDATION PREPARATION 34+00 | 08003 | 1.000 |
1.000 |
$19,300.000 |
LS | 0.1 |
| 1000 | FOUNDATION PREPARATION 34+72 | 08003 | 1.000 |
1.000 |
$20,800.000 |
LS | 0.1 |
| 1010 | CYCLOPEAN STONE RIP RAP | 08019 | 3,653.000 |
3,653.000 |
$24.000 |
TON | 0.2 |
| 1020 | TEST PILES | 08033 | 613.000 |
613.000 |
$35.000 |
LF | 0.1 |
| 1030 | PILES-STEEL HP12X53 | 08046 | 4,343.000 |
4,343.000 |
$30.000 |
LF | 0.4 |
| 1040 | PILES-STEEL HP12X74 | 08048 | 1,054.000 |
1,054.000 |
$43.000 |
LF | 0.1 |
| 1050 | PILES-STEEL HP14X73 | 08050 | 1,844.000 |
1,844.000 |
$49.000 |
LF | 0.2 |
| 1060 | PILE POINTS-12 INCH | 08094 | 136.000 |
136.000 |
$100.000 |
EACH | 0.0 |
| 1070 | PILE POINTS-14 INCH | 08095 | 96.000 |
96.000 |
$110.000 |
EACH | 0.0 |
| 1080 | CONCRETE-CLASS A | 08100 | 5,048.500 |
5,048.500 |
$320.000 |
CUYD | 4.4 |
| 1090 | CONCRETE-CLASS AA | 08104 | 4,232.000 |
4,232.000 |
$394.000 |
CUYD | 4.6 |
| 1100 | STEEL REINFORCEMENT | 08150 | 776,723.000 |
776,723.000 |
$0.800 |
LB | 1.7 |
| 1110 | STEEL REINF-EPOXY COATED | 08151 | 971,757.000 |
971,757.000 |
$1.030 |
LB | 2.7 |
| 1120 | STRUCTURAL STEEL 5582# | 08160 | 1.000 |
1.000 |
$47,500.000 |
LS | 0.1 |
| 1130 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | 90.600 |
90.600 |
$135.000 |
LF | 0.0 |
| 1140 | PRECAST PC I BEAM TYPE 8 | 08638 | 4,269.900 |
4,269.900 |
$244.000 |
LF | 2.9 |
| 1141 | PRECAST PC I-BEAM 90" TYPE 10 | 20488ES605 | 5,633.200 |
5,633.200 |
$309.500 |
LF | 4.8 |
| 1310 | FOUNDATION PREPARATION 1374+30 SB | 08003 | 1.000 |
1.000 |
$108,900.000 |
LS | 0.3 |
| 1320 | FOUNDATION PREPARATION 1433+96.02 SB | 08003 | 1.000 |
1.000 |
$63,000.000 |
LS | 0.2 |
| 8013 | TEMPORARY DETOUR BRIDGE | 20609NC | 0.000 |
1.000 |
$43,835.000 |
LS | 0.0 |
| 8015 | EW~ Extra Work to Frozen Creek Bridge Piers | 10094NX | 0.000 |
6.000 |
$7,480.000 |
EACH | 0.0 |
| 8033 | DESIGN ENGINEERING | 21814NN | 0.000 |
1.000 |
$40,291.000 |
LS | 0.0 |
| 8034 | PRE-DRILLING FOR PILES | 08039 | 0.000 |
143.000 |
$121.000 |
LF | 0.0 |
| 8035 | MOBILIZATION Pre-Drilling for Piles | 02568 | 0.000 |
1.000 |
$6,600.000 |
LS | 0.0 |
Category Total $8,771,973.61 |
| SM- Project | DE01300150430 | CATEGORY NUMBER | 0003 | CATEGORY Description | LANDSCAPING 30 phase |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1150 | TREE | 20000ES724 | 557.000 |
557.000 |
$30.100 |
EACH | 0.0 |
| 1160 | SHRUB | 20001ES724 | 1,228.000 |
1,228.000 |
$10.000 |
EACH | 0.0 |
| 1170 | GRASS SEEDING | 20489ED | 52.000 |
52.000 |
$60.000 |
LB | 0.0 |
| 1180 | HERBACEOUS MIX | 20490ED | 39.000 |
39.000 |
$150.000 |
LB | 0.0 |
| 1190 | WILD FLOWER MIX | 20491ED | 32.000 |
32.000 |
$120.000 |
LB | 0.0 |
| 1200 | CROSS VANE AND J-HOOKS | 20487ED | 838.000 |
838.000 |
$75.000 |
LF | 0.2 |
| 1210 | LIVE STAKES | 20231MD | 7,217.000 |
7,217.000 |
$4.000 |
EACH | 0.1 |
| 1220 | CHANNEL SUBSTRATE | 20492ED | 109.000 |
109.000 |
$50.000 |
TON | 0.0 |
| 1230 | BOULDER BANK | 20493ED | 185.000 |
185.000 |
$76.000 |
LF | 0.0 |
| 1240 | STREAM TYPE A | 20484ED | 891.000 |
891.000 |
$74.700 |
LF | 0.2 |
| 1250 | STREAM TYPE B | 20485ED | 56.000 |
56.000 |
$40.250 |
LF | 0.0 |
| 1260 | STREAM TYPE C | 20486ED | 197.000 |
197.000 |
$32.480 |
LF | 0.0 |
| 8031 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | 0.000 |
700.000 |
$3.410 |
SQYD | 0.0 |
| 8038 | STREAM MITIGATION EXTRA WORK | 22512NN | 0.000 |
1.000 |
$18,776.700 |
LS | 0.0 |
Category Total $228,293.96 |
| SM- Project | DE01300150430 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1270 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$345,819.789 |
LS | 0.9 |
| 1280 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$351,649.796 |
LS | 1.0 |
Category Total $697,469.58 |
| SM- Project | DE01300150430 | CATEGORY NUMBER | 0005 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1290 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | 2,000.000 |
2,000.000 |
$1.000 |
HOUR | 0.0 |
| 1300 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,400.00 |
| SM- Project | DE01300150430 | CATEGORY NUMBER | 0006 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS | 3-18-08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8022 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
539,478.860 |
$1.000 |
DOLL | 0.0 |
| 8027 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
14,096.080 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |