|
Item List 051140 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051140 | Primary Project Number | DE11800920540 |
| Contract Description | JELLICO CREEK-WILLIAMSBURG ROAD (KY 92) JL01 | ||
| Primary County | WHITLEY | Fed/St Number | FD04 118 0092 004-010 |
| Vendor ID | 02616 | Vendor Name | HI-VIEW LLC |
| Bid Amount | $ 11,132,988.01 | ||
| SM- Project | DE11800920540 |
| Fed/State Number | FD04 118 0092 004-010 |
| Project Description | JELLICO CREEK-WILLIAMSBURG ROAD (KY 92) |
| *********** |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 30.000 |
30.000 |
$25.000 |
TON | 0.0 |
| 0020 | PERFORATED PIPE-6 INCH | 01001 | 2,765.000 |
2,125.000 |
$12.000 |
LF | 0.3 |
| 0030 | PERFORATED PIPE-8 INCH | 01002 | 355.000 |
955.000 |
$16.000 |
LF | 0.1 |
| 0040 | NON-PERFORATED PIPE-6 INCH | 01011 | 240.000 |
278.000 |
$12.000 |
LF | 0.0 |
| 0050 | NON-PERFORATED PIPE-8 INCH | 01012 | 4.000 |
4.000 |
$12.000 |
LF | 0.0 |
| 0060 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 21.000 |
22.000 |
$400.000 |
EACH | 0.1 |
| 0070 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0080 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | 3.000 |
3.000 |
$420.000 |
EACH | 0.0 |
| 0090 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0100 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0110 | BARRICADE-TYPE II | 02013 | 48.000 |
0.000 |
$100.000 |
EACH | 0.0 |
| 0120 | BARRICADE-TYPE III | 02014 | 24.000 |
8.000 |
$250.000 |
EACH | 0.1 |
| 0130 | TEMPORARY DITCH | 02159 | 27,217.000 |
4,817.000 |
$1.000 |
LF | 0.2 |
| 0140 | ROADWAY EXCAVATION | 02200 | 4,174,458.800 |
4,182,708.800 |
$1.790 |
CUYD | 67.1 |
| 0150 | FENCE-4 FT CHAIN LINK | 02273 | 420.000 |
420.000 |
$14.850 |
LF | 0.1 |
| 0160 | REMOVE & RESET GUARDRAIL | 02383 | 375.000 |
825.000 |
$11.900 |
LF | 0.0 |
| 0170 | R/W MARKER RURAL TYPE 1 | 02434 | 280.000 |
280.000 |
$73.900 |
EACH | 0.2 |
| 0180 | PLUG WATER WELL | 02475 | 8.000 |
8.000 |
$1,200.000 |
EACH | 0.1 |
| 0190 | CHANNEL LINING CLASS II | 02483 | 1,711.000 |
861.000 |
$12.650 |
TON | 0.2 |
| 0200 | CHANNEL LINING CLASS III | 02484 | 12,016.000 |
10,855.000 |
$12.650 |
TON | 1.4 |
| 0210 | CHANNEL LINING CLASS IV | 02488 | 1,583.700 |
4,083.700 |
$4.000 |
CUYD | 0.1 |
| 0220 | CLEARING AND GRUBBING 209 ACRES | 02545 | 1.000 |
1.000 |
$209,000.000 |
LS | 1.9 |
| 0230 | SIGNS | 02562 | 226.000 |
476.000 |
$10.000 |
SQFT | 0.0 |
| 0240 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 17,323.000 |
21,623.000 |
$2.000 |
SQYD | 0.3 |
| 0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$27,000.000 |
LS | 0.2 |
| 0260 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.2 |
| 0270 | TEMPORARY SILT FENCE | 02701 | 330.000 |
10,830.000 |
$6.000 |
LF | 0.0 |
| 0280 | SILT TRAP TYPE A ALT 1 | 02703 | 35.000 |
35.000 |
$100.000 |
EACH | 0.0 |
| 0290 | SILT TRAP TYPE A | 02703 | 8.000 |
18.000 |
$150.000 |
EACH | 0.0 |
| 0300 | SILT TRAP TYPE B ALT 2 | 02704 | 352.000 |
512.000 |
$50.000 |
EACH | 0.2 |
| 0310 | CLEAN SILT TRAP TYPE A ALT 1 | 02706 | 105.000 |
125.000 |
$20.000 |
EACH | 0.0 |
| 0320 | CLEAN SILT TRAP TYPE A ALT 2 | 02706 | 24.000 |
24.000 |
$20.000 |
EACH | 0.0 |
| 0330 | CLEAN SILT TRAP TYPE B | 02707 | 1,056.000 |
1,251.000 |
$10.000 |
EACH | 0.1 |
| 0340 | CLEAN TEMPORARY SILT FENCE | 02709 | 990.000 |
13,990.000 |
$3.000 |
LF | 0.0 |
| 0350 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.9 |
| 0360 | EROSION CONTROL BLANKET | 05950 | 8,396.000 |
11,896.000 |
$1.230 |
SQYD | 0.1 |
| 0370 | TEMPORARY MULCH | 05952 | 1,011,560.000 |
1,056,717.000 |
$0.130 |
SQYD | 1.2 |
| 0380 | TEMP SEEDING AND PROTECTION | 05953 | 69,983.000 |
215,183.000 |
$0.180 |
SQYD | 0.1 |
| 0390 | TOPDRESSING FERTILIZER | 05966 | 27.000 |
29.100 |
$490.000 |
TON | 0.1 |
| 0400 | SEEDING AND PROTECTION | 05985 | 524,282.000 |
304,282.000 |
$0.280 |
SQYD | 1.3 |
| 0410 | SPECIAL SEEDING CROWN VETCH | 05989 | 102,427.000 |
21,636.000 |
$0.180 |
SQYD | 0.2 |
| 0420 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 920.000 |
20,920.000 |
$0.800 |
LF | 0.0 |
| 0430 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 4,360.000 |
4,360.000 |
$1.600 |
LF | 0.1 |
| 0440 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 83.000 |
483.000 |
$5.250 |
EACH | 0.0 |
| 0450 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0460 | CRUSHED STONE BASE | 00003 | 690.000 |
15,787.000 |
$20.000 |
TON | 0.1 |
| 0470 | TRAFFIC BOUND BASE | 00020 | 633.300 |
3,883.300 |
$12.000 |
TON | 0.1 |
| 0480 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 264.000 |
264.000 |
$67.500 |
TON | 0.2 |
| 0490 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 82.500 |
82.500 |
$80.000 |
TON | 0.1 |
| 0500 | ENTRANCE PIPE-15 INCH | 00440 | 172.000 |
319.000 |
$26.000 |
LF | 0.0 |
| 0510 | ENTRANCE PIPE-18 INCH | 00441 | 107.000 |
196.000 |
$28.680 |
LF | 0.0 |
| 0520 | ENTRANCE PIPE-24 INCH | 00443 | 186.200 |
258.200 |
$31.950 |
LF | 0.1 |
| 0530 | ENTRANCE PIPE-30 INCH | 00445 | 51.000 |
95.000 |
$34.500 |
LF | 0.0 |
| 0540 | CULVERT PIPE-15 INCH | 00461 | 100.000 |
100.000 |
$32.650 |
LF | 0.0 |
| 0550 | CULVERT PIPE-18 INCH | 00462 | 527.300 |
667.900 |
$45.480 |
LF | 0.2 |
| 0560 | CULVERT PIPE-24 INCH | 00464 | 719.200 |
891.200 |
$52.750 |
LF | 0.3 |
| 0570 | CULVERT PIPE-30 INCH | 00466 | 820.800 |
820.800 |
$68.850 |
LF | 0.5 |
| 0580 | CULVERT PIPE-36 INCH | 00468 | 609.700 |
609.700 |
$89.500 |
LF | 0.5 |
| 0590 | CULVERT PIPE-42 INCH | 00469 | 398.600 |
398.600 |
$102.750 |
LF | 0.4 |
| 0600 | CULVERT PIPE-48 INCH | 00470 | 130.200 |
130.200 |
$130.220 |
LF | 0.2 |
| 0610 | CULVERT PIPE-54 INCH | 00471 | 589.000 |
589.000 |
$187.300 |
LF | 1.0 |
| 0620 | CULVERT PIPE-66 INCH | 00473 | 605.200 |
605.200 |
$263.260 |
LF | 1.4 |
| 0630 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,340.000 |
EACH | 0.0 |
| 0640 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 5.000 |
5.000 |
$2,700.000 |
EACH | 0.1 |
| 0650 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.1 |
| 0660 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0670 | DROP BOX INLET TYPE 5F | 01517 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.0 |
| 0680 | ROADWAY EXCAVATION | 02200 | 474.000 |
474.000 |
$1.790 |
CUYD | 0.0 |
| 0690 | CONCRETE-CLASS A | 08100 | 96.870 |
103.620 |
$800.000 |
CUYD | 0.7 |
| 0700 | STEEL REINFORCEMENT | 08150 | 5,997.000 |
6,037.000 |
$1.000 |
LB | 0.1 |
| 8000 | EW~ Maintain Temporary Access Road Hourly Rate | 10103NX | 0.000 |
220.000 |
$225.000 |
HOUR | 0.0 |
| 8001 | EW~ Blasting - Temporary Access Road | 10090NX | 0.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 8002 | SEEDING AND PROTECTION MIXTURE NO. III | 05985 | 0.000 |
435,948.000 |
$0.340 |
SQYD | 0.0 |
| 8003 | FUEL ADJUSTMENT | 10020NS | 0.000 |
175,000.000 |
$1.000 |
DOLL | 0.0 |
| 8004 | VALUE ENGINEERING Value Engineering Proposal 1 | 10121NX | 0.000 |
4,988.840 |
$1.000 |
DOLL | 0.0 |
| 8005 | ROADWAY EXCAVATION University of The Cumberlands Access Road | 02200 | 0.000 |
90,504.000 |
$8.000 |
CUYD | 0.0 |
| 8006 | DROP BOX INLET TYPE 3 University of The Cumberlands Access Road | 01496 | 0.000 |
3.000 |
$3,000.000 |
EACH | 0.0 |
| 8007 | GUARDRAIL-STEEL W BEAM-S FACE University of The Cumberlands Access Road | 02351 | 0.000 |
4,612.500 |
$22.140 |
LF | 0.0 |
| 8008 | GUARDRAIL END TREATMENT TYPE 7 University of The Cumberlands Access Road | 02371 | 0.000 |
20.000 |
$1,035.000 |
EACH | 0.0 |
| 8009 | CLEARING AND GRUBBING University of The Cumberlands Access Road | 02545 | 0.000 |
1.000 |
$9,330.000 |
LS | 0.0 |
| 8010 | MAINTAIN & CONTROL TRAFFIC University of The Cumberlands Access Road | 02650 | 0.000 |
1.000 |
$25,000.000 |
LS | 0.0 |
| 8011 | STAKING University of The Cumberlands Access Road | 02726 | 0.000 |
1.000 |
$19,607.000 |
LS | 0.0 |
| 8012 | CONCRETE-CLASS B University of The Cumberlands Access Road | 02555 | 0.000 |
50.000 |
$275.000 |
CUYD | 0.0 |
| 8013 | ROADWAY EXCAVATION Stockpiled SS/DS for ML STA 346+48 to STA 370+00 | 02200 | 0.000 |
0.000 |
$4.790 |
CUYD | 0.0 |
| 8014 | STAKING ML STA 586+50-589+50 & Bon Hollow Road | 02726 | 0.000 |
1.000 |
$1,180.000 |
LS | 0.0 |
| 8015 | CLEARING AND GRUBBING ML STA 586+50-589+50 & Bon Hollow Road | 02545 | 0.000 |
1.000 |
$1,360.000 |
LS | 0.0 |
| 8016 | MAINTAIN & CONTROL TRAFFIC ML STA 586+50-589+50 & Bon Hollow Road | 02650 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8017 | EW~ Utility Relocation Reimbursement | 10090NX | 0.000 |
1.000 |
$24,048.620 |
LS | 0.0 |
| 8018 | PIPE UNDERCUT | 02219 | 0.000 |
200.000 |
$20.000 |
CUYD | 0.0 |
| 8019 | CHANNEL LINING CLASS IV Paint Creek Channel Lining | 02488 | 0.000 |
6,058.000 |
$11.000 |
CUYD | 0.0 |
| 8020 | ASPHALT SEAL AGGREGATE Project Extension | 00100 | 0.000 |
70.000 |
$86.630 |
TON | 0.0 |
| 8021 | LEVELING & WEDGING PG64-22 Project Extension | 00190 | 0.000 |
200.000 |
$69.300 |
TON | 0.0 |
| 8022 | CL1 ASPH BASE 1.00D PG64-22 Project Extension | 00211 | 0.000 |
3,630.000 |
$61.950 |
TON | 0.0 |
| 8023 | CL2 ASPH BASE 1.00D PG64-22 Project Extension | 00212 | 0.000 |
5,537.000 |
$61.950 |
TON | 0.0 |
| 8024 | EMULSIFIED ASPHALT RS-2 Project Extension | 00291 | 0.000 |
8.500 |
$525.000 |
TON | 0.0 |
| 8025 | DROP BOX INLET TYPE 1 Project Extension | 01490 | 0.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 8026 | DELINEATOR FOR BARRIER-WHITE Project Extension | 01984 | 0.000 |
50.000 |
$10.000 |
EACH | 0.0 |
| 8027 | RELOCATE TEMP CONC MED BARRIER Project Extension | 02003 | 0.000 |
1,000.000 |
$3.000 |
LF | 0.0 |
| 8028 | EMBANKMENT IN PLACE Project Extension | 02230 | 0.000 |
74,990.000 |
$9.850 |
CUYD | 0.0 |
| 8029 | GUARDRAIL-STEEL W BEAM-S FACE Project Extension | 02351 | 0.000 |
2,425.000 |
$17.750 |
LF | 0.0 |
| 8030 | GUARDRAIL TERMINAL SECTION NO 1 Project Extension | 02360 | 0.000 |
4.000 |
$47.250 |
EACH | 0.0 |
| 8031 | REMOVE GUARDRAIL Project Extension | 02381 | 0.000 |
1,925.000 |
$1.470 |
LF | 0.0 |
| 8032 | GUARDRAIL END TREATMENT TYPE 4A Project Extension | 02391 | 0.000 |
2.000 |
$2,113.650 |
EACH | 0.0 |
| 8033 | CLEARING AND GRUBBING Project Extension (12 Acres) | 02545 | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
| 8034 | MAINTAIN & CONTROL TRAFFIC Project Extension | 02650 | 0.000 |
1.000 |
$100,000.000 |
LS | 0.0 |
| 8035 | DIVERSIONS (BY-PASS DETOURS) Project Extension | 02651 | 0.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 8036 | SAFELOADING Project Extension | 02690 | 0.000 |
30.500 |
$150.000 |
CUYD | 0.0 |
| 8037 | STAKING Project Extension | 02726 | 0.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 8038 | CRASH CUSHION TYPE VI-T Project Extension | 02894 | 0.000 |
2.000 |
$5,092.500 |
EACH | 0.0 |
| 8039 | RELOCATE CRASH CUSHION Project Extension | 02898 | 0.000 |
4.000 |
$1,470.000 |
EACH | 0.0 |
| 8040 | PAVE STRIPING REMOVAL-4 INCH Project Extension | 06530 | 0.000 |
12,500.000 |
$0.850 |
LF | 0.0 |
| 8041 | TEMP CONC MED BARRIER Project Extension | 20471ES509 | 0.000 |
500.000 |
$25.000 |
LF | 0.0 |
| 8042 | EW~ Slide Removal RT STA 394+00 - 400+00 | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8043 | CL2 ASPH BASE 1.00D PG64-22 ML Base STA 542+00 to STA 629+00 & Approaches | 00212 | 0.000 |
0.000 |
$55.910 |
TON | 0.0 |
| 8044 | CL2 ASPH SURF 0.38D PG64-22 ML Surface STA 542+00 to STA 629+00 & Approaches | 00301 | 0.000 |
0.000 |
$59.060 |
TON | 0.0 |
| 8045 | MOBILIZATION FOR MILL & TEXT ML STA 542+00 to STA 629+00 & Approaches | 02676 | 0.000 |
0.000 |
$5,850.000 |
LS | 0.0 |
| 8046 | ASPH PAVE MILLING & TEXTURING ML STA 542+00 to STA 629+00 & Approaches | 02677 | 0.000 |
0.000 |
$31.500 |
TON | 0.0 |
| 8047 | GUARDRAIL END TREATMENT TYPE 3 ML STA 542+00 to STA 629+00 & Approaches | 02373 | 0.000 |
0.000 |
$800.000 |
EACH | 0.0 |
| 8048 | CLEARING AND GRUBBING ML STA 542+00 to STA 629+00 & Approaches (1 Acre) | 02545 | 0.000 |
0.000 |
$8,000.000 |
LS | 0.0 |
| 8049 | ROADWAY EXCAVATION ML STA 542+00 to STA 629+00 & Approaches | 02200 | 0.000 |
0.000 |
$4.000 |
CUYD | 0.0 |
| 8050 | DIVERSIONS (BY-PASS DETOURS) ML STA 542+00 to STA 629+00 & Approaches | 02651 | 0.000 |
0.000 |
$10,000.000 |
LS | 0.0 |
| 8051 | MAINTAIN & CONTROL TRAFFIC ML STA 542+00 to STA 629+00 & Approaches | 02650 | 0.000 |
0.000 |
$30,000.000 |
LS | 0.0 |
| 8052 | REMOVE PAVEMENT ML STA 542+00 to STA 629+00 & Approaches | 02091 | 0.000 |
0.000 |
$15.000 |
SQYD | 0.0 |
| 8053 | STAKING ML STA 542+00 to STA 629+00 & Approaches | 02726 | 0.000 |
0.000 |
$15,000.000 |
LS | 0.0 |
| 8054 | PAVE STRIPING-PERM PAINT-4 IN ML STA 542+00 to STA 629+00 & Approaches | 06514 | 0.000 |
0.000 |
$0.260 |
LF | 0.0 |
| 8055 | PAVE MARKING-THERMO STOP BAR-12IN ML STA 542+00 to STA 629+00 & Approaches | 06567 | 0.000 |
0.000 |
$9.750 |
LF | 0.0 |
| 8056 | ROADWAY EXCAVATION Slide Removal RT STA 395+00 to 400+50 | 02200 | 0.000 |
40,952.000 |
$3.500 |
CUYD | 0.0 |
| 8057 | ACCELERATION COST STA 370+00 to 430+00 | 10075NX | 0.000 |
1.000 |
$50,000.000 |
DOLL | 0.0 |
| 8058 | ACCELERATION COST STA 545+00 to 625+00 | 10075NX | 0.000 |
1.000 |
$50,000.000 |
DOLL | 0.0 |
| 8059 | ACCELERATION COST STA 430+00 to 545+00 | 10075NX | 0.000 |
1.000 |
$50,000.000 |
DOLL | 0.0 |
| 8060 | INCENTIVE/DISINCENTIVE Overall Completion $3,000 per day | 02571 | 0.000 |
0.000 |
$100,000.000 |
DOLL | 0.0 |
| 8061 | ROADWAY EXCAVATION Removal of slide | 02200 | 0.000 |
9,000.000 |
$4.000 |
CUYD | 0.0 |
| 8062 | ROADWAY EXCAVATION Replacement of slide | 02200 | 0.000 |
8,000.000 |
$4.500 |
CUYD | 0.0 |
| 8063 | ROADWAY EXCAVATION Stabilization of slide | 02200 | 0.000 |
8,000.000 |
$1.000 |
CUYD | 0.0 |
| 8064 | HORIZONTAL DRAIN | 22410EN | 0.000 |
1,840.000 |
$26.990 |
LF | 0.0 |
| 8066 | EW~ Horizontal Drain Prep | 10090NX | 0.000 |
1.000 |
$11,960.000 |
LS | 0.0 |
| 8067 | ROADWAY EXCAVATION Paint Creek Slide Finger Drains | 02200 | 0.000 |
1,400.000 |
$20.000 |
CUYD | 0.0 |
| 8068 | CHANNEL LINING CLASS III Paint Creek Slide Finger Drains | 02484 | 0.000 |
2,010.000 |
$31.330 |
TON | 0.0 |
| 8069 | CRUSHED AGGREGATE SIZE NO 2 Paint Creek Slide Repair | 00078 | 0.000 |
6,050.000 |
$19.750 |
TON | 0.0 |
| 8070 | ROADWAY EXCAVATION Paint Creek Slide Repair | 02200 | 0.000 |
13,751.000 |
$12.500 |
CUYD | 0.0 |
| 8071 | SPECIAL EXCAVATION | 02204 | 0.000 |
225.000 |
$75.000 |
CUYD | 0.0 |
| 8072 | ROADWAY EXCAVATION-SPECIAL Slide RT Sta 400+20 | 22978EN | 0.000 |
0.000 |
$3.750 |
CUYD | 0.0 |
| 8073 | EMBANKMENT IN PLACE Slide Embankment | 02230 | 0.000 |
8,900.000 |
$10.000 |
CUYD | 0.0 |
Category Total $9,249,975.98 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 24914 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0710 | CONCRETE-CLASS A | 08100 | 160.300 |
160.300 |
$296.000 |
CUYD | 0.4 |
| 0720 | STEEL REINFORCEMENT | 08150 | 28,642.000 |
28,642.000 |
$0.740 |
LB | 0.2 |
| 0730 | FOUNDATION PREPARATION DRAWING NO. 24914 | 08003 | 1.000 |
1.000 |
$8,216.340 |
LS | 0.1 |
| 0740 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 665.000 |
665.000 |
$60.000 |
CUYD | 0.4 |
Category Total $116,760.22 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 24915 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0750 | CONCRETE-CLASS A | 08100 | 600.300 |
600.300 |
$296.000 |
CUYD | 1.6 |
| 0760 | STEEL REINFORCEMENT | 08150 | 156,179.000 |
156,179.000 |
$0.740 |
LB | 1.0 |
| 0770 | FOUNDATION PREPARATION DRAWING NO. 24915 | 08003 | 1.000 |
1.000 |
$6,573.070 |
LS | 0.1 |
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$60.000 |
CUYD | 0.0 |
Category Total $300,614.33 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 24916 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0790 | CONCRETE-CLASS A | 08100 | 181.300 |
181.300 |
$296.000 |
CUYD | 0.5 |
| 0800 | STEEL REINFORCEMENT | 08150 | 29,704.000 |
29,704.000 |
$0.740 |
LB | 0.2 |
| 0810 | FOUNDATION PREPARATION DRAWING NO. 24916 | 08003 | 1.000 |
1.000 |
$4,929.800 |
LS | 0.0 |
| 0820 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$60.000 |
CUYD | 0.0 |
Category Total $81,355.56 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 24917 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0830 | CONCRETE-CLASS A | 08100 | 150.400 |
150.400 |
$296.000 |
CUYD | 0.4 |
| 0840 | STEEL REINFORCEMENT | 08150 | 21,860.000 |
21,860.000 |
$0.740 |
LB | 0.1 |
| 0850 | FOUNDATION PREPARATION DRAWING NO. 24917 | 08003 | 1.000 |
1.000 |
$7,394.710 |
LS | 0.1 |
Category Total $68,089.51 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | 24918 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | CONCRETE-CLASS A | 08100 | 180.000 |
180.000 |
$296.000 |
CUYD | 0.5 |
| 0870 | STEEL REINFORCEMENT | 08150 | 31,156.000 |
31,156.000 |
$0.740 |
LB | 0.2 |
| 0880 | FOUNDATION PREPARATION DRAWING NO. 24918 | 08003 | 1.000 |
1.000 |
$4,929.800 |
LS | 0.0 |
Category Total $81,265.24 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | 24919 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0890 | CONCRETE-CLASS A | 08100 | 103.700 |
103.700 |
$296.000 |
CUYD | 0.3 |
| 0900 | STEEL REINFORCEMENT | 08150 | 7,877.000 |
7,877.000 |
$0.740 |
LB | 0.1 |
| 0910 | FOUNDATION PREPARATION DRAWING NO. 24919 | 08003 | 1.000 |
1.000 |
$4,929.800 |
LS | 0.0 |
| 0920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$60.000 |
CUYD | 0.0 |
Category Total $42,233.98 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | 24920 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0930 | CONCRETE-CLASS A | 08100 | 652.000 |
652.000 |
$296.000 |
CUYD | 1.7 |
| 0940 | STEEL REINFORCEMENT | 08150 | 108,606.000 |
108,606.000 |
$0.740 |
LB | 0.7 |
| 0950 | FOUNDATION PREPARATION DRAWING NO. 24920 | 08003 | 1.000 |
1.000 |
$6,573.070 |
LS | 0.1 |
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$60.000 |
CUYD | 0.0 |
Category Total $280,713.51 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | 24922 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | CONCRETE-CLASS A | 08100 | 286.100 |
286.100 |
$296.000 |
CUYD | 0.8 |
| 0980 | STEEL REINFORCEMENT | 08150 | 52,316.000 |
52,316.000 |
$0.740 |
LB | 0.3 |
| 0990 | FOUNDATION PREPARATION DRAWING NO. 24922 | 08003 | 1.000 |
1.000 |
$4,929.800 |
LS | 0.0 |
Category Total $128,329.24 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0010 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$264,500.000 |
LS | 2.4 |
| 1010 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$160,620.390 |
LS | 1.4 |
| 8065 | DEMOBILIZATION Paint Creek Horizontal Drains | 02569 | 0.000 |
1.000 |
$2,835.000 |
LS | 0.0 |
Category Total $425,120.39 |
| SM- Project | DE11800920540 | CATEGORY NUMBER | 0011 | CATEGORY Description | LANDSCAPING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1020 | TREE | 20000ES724 | 715.000 |
0.000 |
$12.700 |
EACH | 0.1 |
| 1030 | SHRUB | 20001ES724 | 4,135.000 |
0.000 |
$12.700 |
EACH | 0.5 |
| 1040 | GRASS SEEDING | 20489ED | 85.000 |
0.000 |
$37.250 |
LB | 0.0 |
| 1050 | HERBACEOUS MIX | 20490ED | 65.000 |
0.000 |
$107.000 |
LB | 0.1 |
| 1060 | WILD FLOWER MIX | 20491ED | 245.000 |
0.000 |
$57.500 |
LB | 0.1 |
| 1070 | EROSION CONTROL BLANKET | 05950 | 15,790.000 |
15,790.000 |
$2.220 |
SQYD | 0.3 |
| 1080 | FABRIC-GEOTEXTILE TYPE I | 02596 | 200.000 |
200.000 |
$4.000 |
SQYD | 0.0 |
| 1090 | TOPSOIL FURNISHED AND PLACED | 05997 | 5,250.000 |
5,250.000 |
$6.000 |
CUYD | 0.3 |
| 1100 | CONSTRUCTED RIFFLES | 21055ED | 57.000 |
0.000 |
$100.000 |
SQFT | 0.1 |
| 1110 | CROSS VANE | 21057ED | 1,650.000 |
0.000 |
$75.000 |
LF | 1.1 |
| 1120 | ENERGY DISSIPATING POOL | 21056ND | 6.000 |
0.000 |
$1,600.000 |
EACH | 0.1 |
| 1130 | LIVE STAKES | 21057ND | 11,950.000 |
0.000 |
$5.550 |
EACH | 0.6 |
Category Total $358,530.05 |