|
Item List 051043 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051043 | Primary Project Number | DE03500110543 |
| Contract Description | SHERBURNE-FLEMINGSBURG ROAD (KY 11) | ||
| Primary County | FLEMING | Fed/St Number | STPR 5256(20) |
| Vendor ID | 02743 | Vendor Name | RIFLE COAL COMPANY LLC |
| Bid Amount | $ 9,256,059.55 | ||
| SM- Project | DE03500110543 |
| Fed/State Number | STPR 5256(20) |
| Project Description | SHERBURNE-FLEMINGSBURG ROAD (KY 11) |
| *********** |
| SM- Project | DE03500110543 | 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 | 00001 | 1,119.000 |
1,119.000 |
$17.350 |
TON | 0.2 |
| 0020 | CRUSHED STONE BASE | 00003 | 50,993.000 |
51,512.000 |
$16.270 |
TON | 9.0 |
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 724.000 |
724.000 |
$41.070 |
TON | 0.3 |
| 0040 | TRAFFIC BOUND BASE | 00020 | 2,093.000 |
4,843.190 |
$14.000 |
TON | 0.3 |
| 0050 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 59.000 |
59.000 |
$20.000 |
TON | 0.0 |
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | 231.000 |
231.000 |
$50.000 |
TON | 0.1 |
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 51,871.000 |
51,871.000 |
$48.160 |
TON | 27.0 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 28.000 |
28.000 |
$450.000 |
TON | 0.1 |
| 0090 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 2,498.000 |
2,498.000 |
$52.820 |
TON | 1.4 |
| 0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 3,912.000 |
4,667.000 |
$52.820 |
TON | 2.2 |
| 0110 | ENTRANCE PIPE-15 INCH | 00440 | 202.000 |
202.000 |
$40.000 |
LF | 0.1 |
| 0120 | ENTRANCE PIPE-18 INCH | 00441 | 116.000 |
116.000 |
$42.000 |
LF | 0.1 |
| 0130 | ENTRANCE PIPE-24 INCH | 00443 | 120.000 |
120.000 |
$60.000 |
LF | 0.1 |
| 0140 | ENTRANCE PIPE-30 INCH | 00445 | 178.000 |
178.000 |
$51.000 |
LF | 0.1 |
| 0150 | CULVERT PIPE-15 INCH | 00461 | 142.000 |
142.000 |
$43.500 |
LF | 0.1 |
| 0160 | CULVERT PIPE-18 INCH | 00462 | 215.000 |
215.000 |
$45.000 |
LF | 0.1 |
| 0170 | CULVERT PIPE-24 INCH | 00464 | 402.000 |
402.000 |
$55.000 |
LF | 0.2 |
| 0180 | CULVERT PIPE-24 INCH CMP | 00464 | 138.000 |
138.000 |
$55.000 |
LF | 0.1 |
| 0190 | CULVERT PIPE-30 INCH | 00466 | 124.000 |
124.000 |
$62.000 |
LF | 0.1 |
| 0200 | CULVERT PIPE-30 INCH CMP | 00466 | 107.000 |
107.000 |
$62.000 |
LF | 0.1 |
| 0210 | CULVERT PIPE-36 INCH | 00468 | 25.000 |
25.000 |
$72.000 |
LF | 0.0 |
| 0220 | CULVERT PIPE-36 INCH CMP | 00468 | 117.000 |
117.000 |
$72.000 |
LF | 0.1 |
| 0230 | CULVERT PIPE-42 INCH | 00469 | 448.000 |
448.000 |
$85.000 |
LF | 0.4 |
| 0240 | CULVERT PIPE-48 INCH | 00470 | 89.000 |
89.000 |
$92.000 |
LF | 0.1 |
| 0250 | STORM SEWER PIPE-12 INCH | 00520 | 88.000 |
88.000 |
$55.000 |
LF | 0.1 |
| 0260 | STORM SEWER PIPE-15 INCH | 00521 | 293.000 |
348.000 |
$57.000 |
LF | 0.2 |
| 0270 | STORM SEWER PIPE-18 INCH | 00522 | 1,650.000 |
1,650.000 |
$58.000 |
LF | 1.0 |
| 0280 | STORM SEWER PIPE-24 INCH | 00524 | 1,259.000 |
1,259.000 |
$61.000 |
LF | 0.8 |
| 0290 | STORM SEWER PIPE-36 INCH | 00528 | 149.000 |
149.000 |
$80.000 |
LF | 0.1 |
| 0300 | PERFORATED PIPE-4 INCH | 01000 | 2,185.000 |
2,185.000 |
$4.000 |
LF | 0.1 |
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | 255.000 |
255.000 |
$4.000 |
LF | 0.0 |
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0330 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 0340 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0350 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 9.000 |
9.000 |
$500.000 |
EACH | 0.0 |
| 0360 | REMOVE PIPE | 01310 | 127.000 |
127.000 |
$10.000 |
LF | 0.0 |
| 0370 | METAL END SECTION TY 3-24 INCH | 01393 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0380 | METAL END SECTION TY 3-42 INCH | 01396 | 1.000 |
1.000 |
$2,600.000 |
EACH | 0.0 |
| 0390 | METAL END SECTION TY 3-48 INCH | 01397 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0400 | METAL END SECTION TY 4-42 INCH | 01416 | 1.000 |
1.000 |
$4,200.000 |
EACH | 0.0 |
| 0410 | METAL END SECTION TY 4-48 INCH | 01417 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0420 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 2.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
| 0430 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
| 0440 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0450 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$1,750.000 |
EACH | 0.0 |
| 0460 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.1 |
| 0470 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 3.000 |
3.000 |
$2,950.000 |
EACH | 0.1 |
| 0480 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 3.000 |
3.000 |
$3,850.000 |
EACH | 0.1 |
| 0490 | CURB BOX INLET TYPE A | 01456 | 16.000 |
16.000 |
$3,450.000 |
EACH | 0.6 |
| 0500 | DROP BOX INLET TYPE 1 | 01490 | 8.000 |
9.000 |
$2,350.000 |
EACH | 0.2 |
| 0510 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$2,450.000 |
EACH | 0.0 |
| 0520 | DROP BOX INLET TYPE 3 | 01496 | 12.000 |
12.000 |
$2,500.000 |
EACH | 0.3 |
| 0530 | DROP BOX INLET TYPE 12A | 01550 | 134.000 |
134.000 |
$165.000 |
LF | 0.2 |
| 0540 | DROP BOX INLET TYPE 14 | 01577 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 0550 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,150.000 |
EACH | 0.0 |
| 0560 | JUNCTION BOX-36 INCH | 01645 | 1.000 |
1.000 |
$1,250.000 |
EACH | 0.0 |
| 0570 | MANHOLE TYPE A | 01756 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.1 |
| 0580 | STANDARD CURB AND GUTTER | 01810 | 3,240.000 |
3,240.000 |
$16.500 |
LF | 0.6 |
| 0590 | JPC PAVEMENT-10 INCH | 02069 | 2,776.000 |
2,776.000 |
$63.200 |
SQYD | 1.9 |
| 0600 | REMOVE PAVEMENT | 02091 | 11,218.000 |
11,218.000 |
$1.500 |
SQYD | 0.2 |
| 0610 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 1,531.000 |
1,531.000 |
$53.800 |
SQYD | 0.9 |
| 0620 | TEMPORARY DITCH | 02159 | 14,860.000 |
14,860.000 |
$0.450 |
LF | 0.1 |
| 0630 | ROADWAY EXCAVATION | 02200 | 538,541.000 |
546,607.860 |
$4.310 |
CUYD | 25.1 |
| 0640 | WATER | 02242 | 5,980.000 |
5,980.000 |
$0.100 |
MGAL | 0.0 |
| 0650 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 2,599.000 |
2,599.000 |
$4.750 |
LF | 0.1 |
| 0660 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 5,726.250 |
5,726.250 |
$15.750 |
LF | 1.0 |
| 0670 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 7.000 |
7.000 |
$40.000 |
EACH | 0.0 |
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$19.500 |
EACH | 0.0 |
| 0690 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$2,754.000 |
EACH | 0.0 |
| 0700 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 7.000 |
7.000 |
$1,896.000 |
EACH | 0.1 |
| 0710 | TEMPORARY GUARDRAIL | 02397 | 5,300.000 |
9,353.750 |
$8.500 |
LF | 0.5 |
| 0720 | R/W MARKER RURAL TYPE 2 | 02435 | 80.000 |
80.000 |
$85.000 |
EACH | 0.1 |
| 0730 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | 43.000 |
43.000 |
$85.000 |
EACH | 0.0 |
| 0740 | CHANNEL LINING CLASS IA | 02482 | 160.000 |
160.000 |
$130.000 |
TON | 0.2 |
| 0750 | CHANNEL LINING CLASS II | 02483 | 7,751.000 |
7,751.000 |
$21.000 |
TON | 1.8 |
| 0760 | CHANNEL LINING CLASS III | 02484 | 1,223.000 |
1,223.000 |
$22.000 |
TON | 0.3 |
| 0770 | CLEARING AND GRUBBING 63 ACRES | 02545 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 0780 | SIGNS | 02562 | 648.000 |
648.000 |
$5.000 |
SQFT | 0.0 |
| 0790 | EDGE KEY | 02585 | 90.000 |
90.000 |
$100.000 |
LF | 0.1 |
| 0800 | FABRIC-GEOTEXTILE TYPE I | 02596 | 9,650.000 |
9,650.000 |
$1.100 |
SQYD | 0.1 |
| 0810 | FABRIC-GEOTEXTILE TYPE III | 02598 | 9,763.000 |
15,649.970 |
$1.250 |
SQYD | 0.1 |
| 0820 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 714.000 |
9,053.900 |
$2.000 |
SQYD | 0.0 |
| 0830 | RETAINING WALL-GABION | 02610 | 100.000 |
100.000 |
$150.000 |
CUYD | 0.2 |
| 0840 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$13,000.000 |
LS | 0.1 |
| 0850 | TEMPORARY SILT FENCE | 02701 | 30,075.000 |
30,075.000 |
$1.100 |
LF | 0.4 |
| 0860 | SILT TRAP TYPE A NO. 1 | 02703 | 9.000 |
9.000 |
$250.000 |
EACH | 0.0 |
| 0870 | SILT TRAP TYPE A NO. 2 | 02703 | 44.000 |
44.000 |
$220.000 |
EACH | 0.1 |
| 0880 | SILT TRAP TYPE B | 02704 | 119.000 |
119.000 |
$125.000 |
EACH | 0.2 |
| 0890 | CLEAN SILT TRAP TYPE A NO. 1 | 02706 | 27.000 |
27.000 |
$15.000 |
EACH | 0.0 |
| 0900 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | 132.000 |
132.000 |
$10.000 |
EACH | 0.0 |
| 0910 | CLEAN SILT TRAP TYPE B | 02707 | 357.000 |
357.000 |
$10.000 |
EACH | 0.0 |
| 0920 | CLEAN TEMPORARY SILT FENCE | 02709 | 60,150.000 |
60,150.000 |
$0.100 |
LF | 0.1 |
| 0930 | STAKING | 02726 | 1.000 |
1.000 |
$85,000.000 |
LS | 0.9 |
| 0940 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.4 |
| 0950 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 5,300.000 |
5,300.000 |
$0.010 |
LF | 0.0 |
| 0960 | EROSION CONTROL BLANKET | 05950 | 7,651.000 |
7,651.000 |
$1.350 |
SQYD | 0.1 |
| 0970 | TEMPORARY MULCH | 05952 | 304,920.000 |
304,920.000 |
$0.150 |
SQYD | 0.5 |
| 0980 | TEMP SEEDING AND PROTECTION | 05953 | 42,200.000 |
42,200.000 |
$0.300 |
SQYD | 0.1 |
| 0990 | TOPDRESSING FERTILIZER | 05966 | 21.100 |
21.100 |
$385.000 |
TON | 0.1 |
| 1000 | SEEDING AND PROTECTION | 05985 | 211,000.000 |
211,000.000 |
$0.320 |
SQYD | 0.7 |
| 1010 | SODDING | 05990 | 1,923.000 |
1,923.000 |
$5.000 |
SQYD | 0.1 |
| 1020 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 121,920.000 |
231,081.000 |
$0.100 |
LF | 0.1 |
| 1030 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 66,528.000 |
70,628.000 |
$0.120 |
LF | 0.1 |
| 1040 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 10,600.000 |
10,600.000 |
$0.950 |
LF | 0.1 |
| 1050 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 10,600.000 |
10,600.000 |
$0.950 |
LF | 0.1 |
| 1060 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 100.000 |
100.000 |
$5.250 |
LF | 0.0 |
| 1070 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 4.000 |
44.000 |
$100.000 |
EACH | 0.0 |
| 1080 | PAVE MARKING-PREF THERMO ONLY | 06576 | 4.000 |
24.000 |
$150.000 |
EACH | 0.0 |
| 1090 | CONCRETE-CLASS A | 08100 | 62.460 |
62.460 |
$625.000 |
CUYD | 0.4 |
| 1100 | STEEL REINFORCEMENT | 08150 | 4,686.000 |
4,686.000 |
$1.000 |
LB | 0.1 |
| 1110 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 8001 | ASPHALT PLACEMENT WITH MTV Asphalt Placement with MTV | 00338 | 0.000 |
0.000 |
$1.550 |
TON | 0.0 |
| 8002 | ASPHALT PLACEMENT WITH MTV | 00338 | 0.000 |
12,288.760 |
$1.670 |
TON | 0.0 |
| 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
-61,382.730 |
$1.000 |
DOLL | 0.0 |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
244,283.680 |
$1.000 |
DOLL | 0.0 |
| 8007 | PAVE MARKING-PAINT WORDS - ONLY | 06601NC | 0.000 |
8.000 |
$93.500 |
EACH | 0.0 |
| 8008 | PAVE MARK-PAINT ARROWS Painted Curved Arrow | 20208EC | 0.000 |
12.000 |
$104.500 |
EACH | 0.0 |
| 8009 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
600.000 |
$15.950 |
EACH | 0.0 |
| 8010 | PAVEMENT MARKING REMOVAL Stripe/Paint Removal | 06598 | 0.000 |
300.000 |
$4.950 |
SQFT | 0.0 |
| 8011 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
12.000 |
$1,155.000 |
EACH | 0.0 |
| 8012 | ISLAND HEADER CURB TYPE 2 | 01891 | 0.000 |
100.000 |
$32.680 |
LF | 0.0 |
| 8013 | LOW WATER CROSSING (TEMP) | 09293M02 | 0.000 |
1.000 |
$3,622.250 |
EACH | 0.0 |
| 8014 | MANHOLE ADJUSMENT RINGS REPLACMENT & ENCASEMENT OF 4 FT MANHOLE RING | 95563N | 0.000 |
1.000 |
$1,211.880 |
EACH | 0.0 |
| 8015 | EW~ REMOVE EXIST STRUC INSTALL 3 - 48 IN CULV PIPE PARALLEL | 10090NX | 0.000 |
1.000 |
$42,883.440 |
LS | 0.0 |
| 8016 | SPECIAL SEEDING CROWN VETCH | 05989 | 0.000 |
30,000.000 |
$0.260 |
SQYD | 0.0 |
| 8020 | ASPH PAVE MILLING & TEXTURING | 02677 | 0.000 |
1,500.000 |
$24.600 |
TON | 0.0 |
| 8021 | ROADWAY EXCAVATION QUARRY ENTRANCE | 02200 | 0.000 |
4,364.000 |
$17.460 |
CUYD | 0.0 |
| 8023 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$3,087.000 |
LS | 0.0 |
| 8024 | STAKING | 02726 | 0.000 |
1.000 |
$2,970.000 |
LS | 0.0 |
| 8025 | RESHAPING AND COMPACTING Crushed Stone Base | 02241 | 0.000 |
3,800.000 |
$1.230 |
LF | 0.0 |
| 8026 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 0.000 |
3,547.000 |
$54.220 |
TON | 0.0 |
| 8027 | BARRICADE-TYPE III | 02014 | 0.000 |
8.000 |
$185.000 |
EACH | 0.0 |
| 8028 | PRECAST VEHICLE STOP | 02673 | 0.000 |
35.000 |
$28.160 |
LF | 0.0 |
| 8029 | MODIFY EXISTING DRAINAGE BOX DRILL HOLE TYPE 14 BOX | 21583NN | 0.000 |
1.000 |
$1,055.000 |
EACH | 0.0 |
| 8030 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
11,995.040 |
$1.000 |
DOLL | 0.0 |
| 8031 | EW~ RESTOCKING FEE | 10090NX | 0.000 |
1.000 |
$3,830.000 |
LS | 0.0 |
| 8032 | EW~ TEMP WOVEN WIRE FENCE | 10090NX | 0.000 |
1.000 |
$1,210.620 |
LS | 0.0 |
| 8033 | EW~ 72 HOUR JPC CONCRETE | 10090NX | 0.000 |
1.000 |
$7,931.600 |
LS | 0.0 |
| 8034 | SAFELOADING | 02690 | 0.000 |
4.000 |
$225.000 |
CUYD | 0.0 |
| 8035 | SLOTTED DRAIN PIPE-12 INCH | 00980 | 0.000 |
50.000 |
$162.600 |
LF | 0.0 |
| 8036 | EW~ CONSTRUCT AND GRADE ENTRANCE | 10090NX | 0.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 8037 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 0.000 |
96.000 |
$84.810 |
SQYD | 0.0 |
| 8038 | REMOVE CURB AND GUTTER | 01812 | 0.000 |
40.000 |
$19.500 |
LF | 0.0 |
| 8039 | ENTRANCE PIPE-18 INCH | 00441 | 0.000 |
35.000 |
$50.750 |
LF | 0.0 |
| 8040 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 0.000 |
5.000 |
$160.000 |
EACH | 0.0 |
| 8041 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 0.000 |
3.000 |
$115.000 |
EACH | 0.0 |
| 8042 | FENCE-WOVEN WIRE | 02261 | 0.000 |
190.000 |
$10.500 |
LF | 0.0 |
| 8043 | COST PLUS WORK | 10080NSD | 0.000 |
4,876.970 |
$1.000 |
DOLL | 0.0 |
| 8044 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 0.000 |
845.000 |
$2.150 |
LF | 0.0 |
| 8045 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
39,610.670 |
$1.000 |
DOLL | 0.0 |
Category Total $7,891,722.85 |
| SM- Project | DE03500110543 | CATEGORY NUMBER | 0002 | CATEGORY Description | STREAM MITIGATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1120 | GEOCOIR/DEKOWE 700 OR EQUIV | 20938ED | 8,495.000 |
8,495.000 |
$4.000 |
SQYD | 0.4 |
| 1130 | STAGHORN SUMAC | 07534 | 241.000 |
241.000 |
$5.330 |
EACH | 0.0 |
| 1140 | SHUMARD OAK | 20065ES724 | 241.000 |
241.000 |
$5.330 |
EACH | 0.0 |
| 1150 | GRASS SEEDING | 20489ED | 560.000 |
560.000 |
$15.180 |
LB | 0.1 |
| 1160 | WHITE ASH | 20513NS724 | 241.000 |
241.000 |
$5.330 |
EACH | 0.0 |
| 1170 | SYCAMORE TREE | 20683NS724 | 500.000 |
500.000 |
$5.330 |
EACH | 0.0 |
| 1180 | AMERICAN ELM TREE | 20684NS724 | 241.000 |
241.000 |
$5.330 |
EACH | 0.0 |
| 1190 | AMERICAN PLUM SHRUB | 20685NS724 | 335.000 |
335.000 |
$5.330 |
EACH | 0.0 |
| 1200 | POOL EXCAVATION | 20915ED | 116.000 |
116.000 |
$125.000 |
CUYD | 0.2 |
| 1210 | RIFFLE INSTALLATION | 20916ED | 409.000 |
409.000 |
$20.000 |
CUYD | 0.1 |
| 1220 | CROSS VANE GRADE CONTROL STRUCTURE | 20917ND | 35.000 |
35.000 |
$308.500 |
EACH | 0.1 |
| 1230 | J-HOOK STRUCTURE | 20918ND | 22.000 |
22.000 |
$175.000 |
EACH | 0.0 |
| 1240 | ROCK VANE STRUCTURE | 20919ND | 5.000 |
5.000 |
$175.000 |
EACH | 0.0 |
| 1250 | SILVER MAPLE | 20920NS724 | 241.000 |
241.000 |
$5.330 |
EACH | 0.0 |
| 1260 | BUR OAK | 20921NS724 | 241.000 |
241.000 |
$5.330 |
EACH | 0.0 |
| 1270 | BLACK WILLOW | 20922NS724 | 3,678.000 |
3,678.000 |
$4.330 |
EACH | 0.2 |
| 1280 | ROUGH LEAF DOGWOOD SHRUB | 20923NS724 | 335.000 |
335.000 |
$5.330 |
EACH | 0.0 |
| 1290 | SPICEBUSH | 20924NS724 | 94.000 |
94.000 |
$5.330 |
EACH | 0.0 |
| 1300 | ARROW-WOOD SHRUB | 20925NS724 | 94.000 |
94.000 |
$5.330 |
EACH | 0.0 |
| 1310 | MONUMENT | 20927ND | 38.000 |
38.000 |
$125.000 |
EACH | 0.1 |
| 1320 | SPECIAL SEEDING-WILDFLOWER MIX | 20928NS724 | 24.000 |
24.000 |
$18.000 |
LB | 0.0 |
Category Total $116,736.36 |
| SM- Project | DE03500110543 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 25039 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1330 | MASONRY COATING | 02998 | 425.000 |
425.000 |
$10.000 |
SQYD | 0.0 |
| 1340 | ARMORED EDGE FOR CONCRETE | 03299 | 135.800 |
135.800 |
$39.000 |
LF | 0.1 |
| 1350 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 388.000 |
388.000 |
$32.500 |
CUYD | 0.1 |
| 1360 | FOUNDATION PREPARATION 25039 | 08003 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 1370 | CONCRETE-CLASS A | 08100 | 533.000 |
551.000 |
$285.000 |
CUYD | 1.6 |
| 1380 | CONCRETE-CLASS AA | 08104 | 217.000 |
217.000 |
$375.000 |
CUYD | 0.9 |
| 1390 | STEEL REINFORCEMENT | 08150 | 31,001.000 |
31,001.000 |
$0.650 |
LB | 0.2 |
| 1400 | STEEL REINF-EPOXY COATED | 08151 | 41,260.000 |
41,260.000 |
$0.750 |
LB | 0.3 |
| 1410 | PRECAST PC I BEAM TYPE 4 | 08634 | 581.000 |
581.000 |
$205.000 |
LF | 1.3 |
Category Total $440,636.85 |
| SM- Project | DE03500110543 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 25038 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1420 | STRUCTURE GRANULAR BACKFILL | 02231 | 20.000 |
20.000 |
$50.000 |
CUYD | 0.0 |
| 1430 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 215.000 |
215.000 |
$32.500 |
CUYD | 0.1 |
| 1440 | FOUNDATION PREPARATION 25038 | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 1450 | CONCRETE-CLASS A | 08100 | 925.900 |
925.900 |
$285.000 |
CUYD | 2.9 |
| 1460 | STEEL REINFORCEMENT | 08150 | 92,577.000 |
92,577.000 |
$0.650 |
LB | 0.7 |
| 8000 | MASS CONCRETE FILL HOLE UNDER CULBERT FOOTING | 10040ES | 0.000 |
40.000 |
$190.800 |
CUYD | 0.0 |
Category Total $340,044.05 |
| SM- Project | DE03500110543 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION/MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1470 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$334,067.330 |
LS | 3.6 |
| 1480 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$131,852.100 |
LS | 1.4 |
| 8022 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$18,280.000 |
LS | 0.0 |
Category Total $465,919.43 |
| SM- Project | DE03500110543 | CATEGORY NUMBER | 0006 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1490 | 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 | DE03500110543 | CATEGORY NUMBER | 0007 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8004 | ASPHALT ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10030NS | 0.000 |
14,320.800 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE03500110543 | CATEGORY NUMBER | 0008 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS FY09 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8046 | ASPHALT ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS FY09 | 10030NS | 0.000 |
17,671.500 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |