|
Item List 051142 |
Date:11/02/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051142 | Primary Project Number | DE05913030542 |
| Contract Description | TURKEYFOOT ROAD (KY 1303) | ||
| Primary County | KENTON | Fed/St Number | STPM 8122 (21) |
| Vendor ID | 01947 | Vendor Name | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION |
| Bid Amount | $ 14,570,168.48 | ||
| SM- Project | DE05913030542 |
| Fed/State Number | STPM 8122 (21) |
| Project Description | TURKEYFOOT ROAD (KY 1303) |
| *********** |
| SM- Project | DE05913030542 | 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 | 00001M | 27,691.000 |
27,807.310 |
$19.700 |
MTON | 3.7 |
| 0020 | LIME STABILIZED ROADBED | 00013M | 77,886.000 |
67,854.740 |
$3.350 |
SQ M | 1.8 |
| 0030 | LIME | 00014M | 1,651.000 |
1,243.190 |
$108.000 |
MTON | 1.2 |
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 16,590.000 |
16,133.000 |
$32.390 |
MTON | 3.7 |
| 0050 | TRAFFIC BOUND BASE | 00020M | 14.000 |
4,764.000 |
$21.000 |
MTON | 0.0 |
| 0060 | LEVELING & WEDGING PG64-22 | 00190M | 82.000 |
82.000 |
$69.170 |
MTON | 0.0 |
| 0070 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 3,213.000 |
3,320.650 |
$39.000 |
MTON | 0.9 |
| 0080 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | 25,436.000 |
25,436.000 |
$34.870 |
MTON | 6.1 |
| 0090 | CL3 ASPH BASE 19.0D PG76-22 | 00225M | 11,304.000 |
11,304.000 |
$39.930 |
MTON | 3.1 |
| 0100 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 1,840.000 |
1,842.260 |
$52.300 |
MTON | 0.7 |
| 0110 | CL3 ASPH SURF 12.5A PG76-22 | 00332M | 6,212.000 |
6,212.000 |
$50.330 |
MTON | 2.1 |
| 0120 | ASPHALT CURING SEAL | 00358M | 156.000 |
156.000 |
$300.330 |
MTON | 0.3 |
| 0130 | ENTRANCE PIPE-375 MM | 00440M | 26.100 |
26.100 |
$102.500 |
M | 0.0 |
| 0140 | ENTRANCE PIPE-450 MM | 00441M | 15.000 |
15.000 |
$163.000 |
M | 0.0 |
| 0150 | CULVERT PIPE-750 MM | 00466M | 60.200 |
60.200 |
$172.000 |
M | 0.1 |
| 0160 | CULVERT PIPE-1200 MM | 00470M | 3.000 |
3.000 |
$1,500.000 |
M | 0.0 |
| 0170 | CULVERT PIPE-1500 MM | 00472M | 72.900 |
72.900 |
$499.000 |
M | 0.2 |
| 0180 | STORM SEWER PIPE-300 MM | 00520M | 1.000 |
1.000 |
$1,000.000 |
M | 0.0 |
| 0190 | STORM SEWER PIPE-375 MM | 00521M | 1,401.900 |
1,403.900 |
$151.000 |
M | 1.5 |
| 0200 | STORM SEWER PIPE-450 MM | 00522M | 1,771.000 |
1,789.000 |
$187.000 |
M | 2.3 |
| 0210 | STORM SEWER PIPE-600 MM | 00524M | 865.400 |
865.400 |
$176.500 |
M | 1.0 |
| 0220 | STORM SEWER PIPE-750 MM | 00526M | 386.600 |
386.600 |
$251.000 |
M | 0.7 |
| 0230 | STORM SEWER PIPE-900 MM | 00528M | 323.900 |
323.900 |
$309.000 |
M | 0.7 |
| 0240 | STORM SEWER PIPE-1200 MM | 00530M | 1.000 |
1.000 |
$1,500.000 |
M | 0.0 |
| 0250 | SLOTTED DRAIN PIPE-375 MM | 00981M | 27.000 |
27.000 |
$160.000 |
M | 0.0 |
| 0260 | REMOVE PIPE | 01310M | 86.000 |
104.000 |
$40.000 |
M | 0.0 |
| 0270 | PLUG PIPE | 01314 | 16.000 |
16.000 |
$465.000 |
EACH | 0.1 |
| 0280 | SLOPED BOX OUTLET TY 1-375 MM | 01432M | 2.000 |
2.000 |
$1,100.000 |
EACH | 0.0 |
| 0290 | S & F BOX INLET-OUTLET-450 MM | 01450M | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 0300 | S & F BOX INLET-OUTLET-600 MM | 01451M | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0310 | S & F BOX INLET-OUTLET-750 MM | 01452M | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0320 | CURB BOX INLET TYPE A | 01456 | 90.000 |
90.000 |
$3,000.000 |
EACH | 1.9 |
| 0330 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0340 | DROP BOX INLET TYPE 3 | 01496 | 29.000 |
30.000 |
$3,300.000 |
EACH | 0.7 |
| 0350 | DROP BOX INLET TYPE 11 | 01544 | 9.000 |
9.000 |
$1,800.000 |
EACH | 0.1 |
| 0360 | DROP BOX INLET TYPE 12 | 01547M | 14.800 |
14.800 |
$1,000.000 |
M | 0.1 |
| 0370 | DROP BOX INLET TYPE 13G | 01559 | 6.000 |
6.000 |
$2,500.000 |
EACH | 0.1 |
| 0380 | DROP BOX INLET TYPE 13S | 01568 | 3.000 |
3.000 |
$3,700.000 |
EACH | 0.1 |
| 0390 | DROP BOX INLET TYPE 16G | 01581 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0400 | REMOVE DROP BOX INLET | 01585 | 4.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 0410 | DROP BOX INLET TYPE 16S | 01587 | 2.000 |
2.000 |
$3,300.000 |
EACH | 0.0 |
| 0420 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$4,200.000 |
EACH | 0.0 |
| 0430 | REMOVE CATCH BASIN | 01706 | 3.000 |
3.000 |
$350.000 |
EACH | 0.0 |
| 0440 | MANHOLE TYPE A | 01756 | 3.000 |
3.000 |
$1,600.000 |
EACH | 0.0 |
| 0450 | MANHOLE TYPE B | 01761 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0460 | REMOVE MANHOLE | 01787 | 3.000 |
3.000 |
$450.000 |
EACH | 0.0 |
| 0470 | ADJUST MANHOLE | 01792 | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
| 0480 | STANDARD CURB AND GUTTER | 01810M | 5,519.000 |
5,792.750 |
$48.000 |
M | 1.8 |
| 0490 | REMOVE CURB AND GUTTER | 01812M | 56.000 |
56.000 |
$20.000 |
M | 0.0 |
| 0500 | STANDARD INTEGRAL CURB | 01830M | 522.000 |
522.000 |
$37.500 |
M | 0.1 |
| 0510 | STANDARD HEADER CURB | 01875M | 596.000 |
596.000 |
$60.000 |
M | 0.2 |
| 0520 | BARRICADE-TYPE III | 02014 | 28.000 |
28.000 |
$350.000 |
EACH | 0.1 |
| 0530 | JPC PAVEMENT-275 MM | 02071M | 5,922.000 |
5,922.000 |
$67.200 |
SQ M | 2.7 |
| 0540 | JPC PAVEMENT-200 MM | 02084M | 1,154.000 |
1,227.450 |
$62.800 |
SQ M | 0.5 |
| 0550 | REMOVE PAVEMENT | 02091M | 2,604.000 |
2,904.000 |
$4.550 |
SQ M | 0.1 |
| 0560 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 2,491.000 |
2,491.000 |
$50.000 |
SQ M | 0.9 |
| 0570 | PAVED DITCH TYPE 1 | 02157M | 366.000 |
366.000 |
$82.000 |
SQ M | 0.2 |
| 0590 | ROADWAY EXCAVATION | 02200M | 262,218.000 |
269,148.440 |
$9.000 |
CU M | 16.2 |
| 0600 | SPECIAL EXCAVATION | 02204M | 810.000 |
810.000 |
$10.000 |
CU M | 0.1 |
| 0610 | GRANULAR EMBANKMENT | 02223M | 6,003.000 |
7,841.700 |
$36.550 |
CU M | 1.5 |
| 0620 | WATER | 02242M | 1,000.000 |
1,000.000 |
$1.000 |
CU M | 0.0 |
| 0630 | PEDESTRIAN GATE-CHAIN LINK | 02281 | 2.000 |
2.000 |
$822.000 |
EACH | 0.0 |
| 0640 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 309.000 |
309.000 |
$51.620 |
M | 0.1 |
| 0650 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 12.000 |
12.000 |
$46.250 |
EACH | 0.0 |
| 0660 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$3,021.000 |
EACH | 0.1 |
| 0670 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$619.000 |
EACH | 0.0 |
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0690 | TEMPORARY GUARDRAIL | 02397M | 1,093.000 |
1,093.000 |
$27.070 |
M | 0.2 |
| 0700 | R/W MARKER RURAL TYPE 1 | 02434 | 26.000 |
26.000 |
$75.000 |
EACH | 0.0 |
| 0710 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 129.000 |
129.000 |
$62.500 |
EACH | 0.1 |
| 0720 | CAP CATCH BASIN | 02477M | 3.000 |
3.000 |
$875.000 |
SQ M | 0.0 |
| 0730 | CHANNEL LINING CLASS II | 02483M | 192.400 |
192.400 |
$23.250 |
MTON | 0.0 |
| 0740 | CHANNEL LINING CLASS III | 02484M | 222.200 |
222.200 |
$24.750 |
MTON | 0.0 |
| 0750 | CLEARING AND GRUBBING 49.4 ACRES | 02545 | 1.000 |
1.000 |
$206,000.000 |
LS | 1.4 |
| 0760 | CONCRETE-CLASS A FOR STEPS | 02551M | 3.000 |
3.810 |
$1,400.000 |
CU M | 0.0 |
| 0770 | CONCRETE-CLASS B | 02555M | 22.000 |
28.150 |
$724.000 |
CU M | 0.1 |
| 0780 | SIGNS | 02562M | 377.000 |
377.000 |
$89.000 |
SQ M | 0.2 |
| 0790 | EDGE KEY MODIFIED | 02585M | 90.100 |
90.100 |
$44.460 |
M | 0.0 |
| 0800 | FABRIC-GEOTEXTILE TYPE II | 02597M | 31.000 |
31.000 |
$10.000 |
SQ M | 0.0 |
| 0810 | FABRIC-GEOTEXTILE TYPE III | 02598M | 491.000 |
491.000 |
$1.750 |
SQ M | 0.0 |
| 0820 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 19,458.000 |
22,970.250 |
$1.900 |
SQ M | 0.3 |
| 0830 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 66,204.000 |
66,204.000 |
$1.900 |
SQ M | 0.9 |
| 0840 | HANDRAIL-TYPE A | 02619M | 26.000 |
26.000 |
$200.000 |
M | 0.0 |
| 0850 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$54,500.000 |
LS | 0.4 |
| 0860 | DIVERSIONS (BY-PASS DETOURS) DIVERSION A | 02651 | 1.000 |
1.000 |
$23,573.500 |
LS | 0.2 |
| 0870 | DIVERSIONS (BY-PASS DETOURS) DIVERSION B | 02651 | 1.000 |
1.000 |
$5,463.600 |
LS | 0.0 |
| 0880 | DIVERSIONS (BY-PASS DETOURS) DIVERSION C | 02651 | 1.000 |
1.000 |
$3,294.000 |
LS | 0.0 |
| 0890 | DIVERSIONS (BY-PASS DETOURS) DIVERSION D | 02651 | 1.000 |
1.000 |
$26,067.600 |
LS | 0.2 |
| 0900 | DIVERSIONS (BY-PASS DETOURS) DIVERSION Z | 02651 | 1.000 |
1.000 |
$1,537.200 |
LS | 0.0 |
| 0910 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$12,720.000 |
EACH | 0.2 |
| 0920 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,721.170 |
LS | 0.0 |
| 0930 | ASPH PAVE MILLING & TEXTURING | 02677M | 38.500 |
38.500 |
$75.230 |
MTON | 0.0 |
| 0940 | SAFELOADING | 02690M | 48.900 |
48.900 |
$160.000 |
CU M | 0.1 |
| 0950 | TEMPORARY SILT FENCE | 02701M | 599.000 |
2,599.000 |
$8.600 |
M | 0.0 |
| 0960 | SAND FOR BLOTTER | 02702M | 210.000 |
210.000 |
$29.390 |
MTON | 0.0 |
| 0970 | SILT TRAP TYPE A | 02703 | 17.000 |
38.000 |
$375.000 |
EACH | 0.0 |
| 0980 | SILT TRAP TYPE B | 02704 | 102.000 |
102.000 |
$550.000 |
EACH | 0.4 |
| 0990 | CLEAN SILT TRAP TYPE A | 02706 | 51.000 |
76.000 |
$100.000 |
EACH | 0.0 |
| 1000 | CLEAN SILT TRAP TYPE B | 02707 | 306.000 |
306.000 |
$175.000 |
EACH | 0.4 |
| 1010 | CLEAN TEMPORARY SILT FENCE | 02709M | 1,797.000 |
1,797.000 |
$2.500 |
M | 0.0 |
| 1020 | SIDEWALK-100 MM CONCRETE | 02720M | 8,963.000 |
8,984.000 |
$31.800 |
SQ M | 2.0 |
| 1030 | STAKING | 02726 | 1.000 |
1.000 |
$150,000.000 |
LS | 1.0 |
| 1040 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$3,650.000 |
EACH | 0.1 |
| 1050 | JUNCTION BOX TYPE B | 04811 | 1.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 1060 | TEMPORARY SIGNAL | 04935 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
| 1070 | EROSION CONTROL BLANKET | 05950M | 3,445.000 |
3,010.210 |
$1.750 |
SQ M | 0.0 |
| 1080 | TEMPORARY MULCH | 05952M | 200,000.000 |
200,000.000 |
$0.140 |
SQ M | 0.2 |
| 1090 | TEMP SEEDING AND PROTECTION | 05953M | 14,407.000 |
64,407.000 |
$0.230 |
SQ M | 0.0 |
| 1100 | TOPDRESSING FERTILIZER | 05966M | 6.200 |
6.200 |
$420.000 |
MTON | 0.0 |
| 1110 | SEEDING AND PROTECTION | 05985M | 112,521.000 |
119,351.000 |
$0.290 |
SQ M | 0.2 |
| 1120 | SPECIAL SEEDING CROWN VETCH | 05989M | 23,636.000 |
25,386.000 |
$0.180 |
SQ M | 0.0 |
| 1130 | SODDING | 05990M | 32,128.000 |
32,415.000 |
$3.800 |
SQ M | 0.8 |
| 1140 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 22,470.000 |
40,470.000 |
$0.650 |
M | 0.1 |
| 1150 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 23,710.000 |
23,710.000 |
$0.360 |
M | 0.1 |
| 1160 | PAVE STRIPING REMOVAL-100 MM | 06530M | 1,454.000 |
2,754.000 |
$2.850 |
M | 0.0 |
| 1170 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 698.000 |
698.000 |
$5.000 |
M | 0.0 |
| 1180 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 756.000 |
756.000 |
$5.000 |
M | 0.0 |
| 1190 | PAVE MARKING-THERMO X-WALK-150 MM | 06565M | 931.000 |
931.000 |
$6.880 |
M | 0.0 |
| 1200 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 174.000 |
174.000 |
$17.000 |
M | 0.0 |
| 1210 | PAVE MARKING-DOTTED LANE EXTEN | 06572M | 266.000 |
266.000 |
$4.000 |
M | 0.0 |
| 1220 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 1.000 |
1.000 |
$85.000 |
EACH | 0.0 |
| 1230 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 86.000 |
86.000 |
$81.220 |
EACH | 0.0 |
| 1240 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 5.000 |
5.000 |
$149.000 |
EACH | 0.0 |
| 1250 | PAVEMENT MARKER TYPE V-MW | 06589 | 288.000 |
288.000 |
$17.900 |
EACH | 0.0 |
| 1260 | PAVEMENT MARKER TYPE V-BY | 06591 | 444.000 |
444.000 |
$17.900 |
EACH | 0.1 |
| 1270 | CROSS VANE | 07551 | 6.000 |
6.000 |
$6,425.000 |
EACH | 0.3 |
| 1280 | CONCRETE-CLASS A | 08100M | 42.700 |
42.700 |
$1,140.000 |
CU M | 0.3 |
| 1290 | STEEL REINFORCEMENT | 08150M | 820.200 |
820.200 |
$2.000 |
KG | 0.0 |
| 1300 | CHAIN LINK FENCE-1.8 M | 08711M | 488.000 |
488.000 |
$61.850 |
M | 0.2 |
| 1310 | RED OAK | 20005ES724 | 5.000 |
5.000 |
$19.500 |
EACH | 0.0 |
| 1330 | CONSTRUCTED RIFFLES | 20227MD | 150.000 |
150.000 |
$47.900 |
SQ M | 0.0 |
| 1340 | LIVE STAKES | 20231MD | 3,100.000 |
3,100.000 |
$4.950 |
EACH | 0.1 |
| 1350 | STEP POOL | 20232MD | 2.000 |
2.000 |
$6,131.810 |
EACH | 0.1 |
| 1360 | GREEN ASH | 20235MS724 | 5.000 |
5.000 |
$19.500 |
EACH | 0.0 |
| 1370 | SILKY DOGWOOD | 20237MS724 | 10.000 |
10.000 |
$16.250 |
EACH | 0.0 |
| 1380 | BUTTONBUSH | 20239MS724 | 3.000 |
3.000 |
$16.250 |
EACH | 0.0 |
| 1390 | SILT TRAP TYPE C | 20496NS843 | 125.000 |
108.000 |
$400.000 |
EACH | 0.3 |
| 1400 | CLEAN SILT TRAP TYPE C | 20497NS843 | 375.000 |
148.000 |
$100.000 |
EACH | 0.3 |
| 1410 | PIN OAK | 20511NS724 | 5.000 |
5.000 |
$19.500 |
EACH | 0.0 |
| 1420 | BLACK-EYED SUSAN | 20565NS724 | 9.000 |
9.000 |
$19.500 |
EACH | 0.0 |
| 1430 | FLOWERING DOGWOOD | 20566NS724 | 9.000 |
9.000 |
$16.250 |
EACH | 0.0 |
| 1440 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 1450 | SYCAMORE TREE | 20683NS724 | 7.000 |
7.000 |
$19.500 |
EACH | 0.0 |
| 1460 | BICYCLE LANE LAYOUT | 21006EN | 125.000 |
125.000 |
$200.000 |
EACH | 0.2 |
| 1470 | BOULDER BANK | 21007ED | 15.000 |
15.000 |
$448.540 |
CU M | 0.0 |
| 1480 | POOL AND RIFFLE EXCAVATION | 21008MN | 192.000 |
192.000 |
$27.070 |
CU M | 0.0 |
| 1490 | ANNUAL RYEGRASS | 21009MS724 | 5.000 |
5.000 |
$1.460 |
KG | 0.0 |
| 1500 | TIOGA DEERTONGUE | 21010MS724 | 9.000 |
9.000 |
$55.960 |
KG | 0.0 |
| 1510 | BROOM SEDGE | 21011MS724 | 5.000 |
0.000 |
$182.250 |
KG | 0.0 |
| 1520 | FOX SEDGE | 21012MS724 | 13.000 |
13.000 |
$59.150 |
KG | 0.0 |
| 1530 | FOUL MANNAGRASS | 21013MS724 | 5.000 |
0.000 |
$383.680 |
KG | 0.0 |
| 1540 | SOFT RUSH | 21014MS724 | 9.000 |
9.000 |
$204.620 |
KG | 0.0 |
| 1550 | NEW ENGLAND ASHER | 21015MS724 | 7.000 |
7.000 |
$316.540 |
KG | 0.0 |
| 1560 | TURTLE HEAD | 21016MS724 | 9.000 |
0.000 |
$1,598.630 |
KG | 0.1 |
| 1570 | OHIO SPIDER WORF | 21017MS724 | 9.000 |
9.000 |
$447.620 |
KG | 0.0 |
| 1580 | MARSH MARIGOLD | 21018MS724 | 3.000 |
0.000 |
$1,854.410 |
KG | 0.0 |
| 1590 | PURPLE JOE PYE WEED | 21019MS724 | 7.000 |
7.000 |
$959.180 |
KG | 0.0 |
| 1600 | BEGGER TICKS | 21020MS724 | 3.000 |
3.000 |
$207.830 |
KG | 0.0 |
| 1610 | SILKY WILLOW | 21021ES724 | 10.000 |
10.000 |
$16.250 |
EACH | 0.0 |
| 1620 | STREAMCO WILLOW | 21022ES724 | 8.000 |
8.000 |
$16.250 |
EACH | 0.0 |
| 1630 | PUSSY WILLOW | 21023ES724 | 5.000 |
5.000 |
$16.250 |
EACH | 0.0 |
| 1640 | RED-OSIER DOGWOOD | 21024ES724 | 6.000 |
6.000 |
$16.250 |
EACH | 0.0 |
| 1650 | YELLOW BIRCH | 21025ES724 | 5.000 |
5.000 |
$19.500 |
EACH | 0.0 |
| 1660 | KENTON COUNTY ROLL CURB AND GUTTER | 21026ED | 474.000 |
300.250 |
$55.000 |
M | 0.2 |
| 1670 | KENTON COUNTY INEGRAL CURB | 21027ED | 185.000 |
185.000 |
$37.500 |
M | 0.0 |
| 1680 | TEMPORARY DRAINAGEWAYS | 21028ED | 2,775.000 |
2,775.000 |
$11.000 |
M | 0.2 |
| 1690 | MAILBOXES | 21029EC | 34.000 |
34.000 |
$260.000 |
EACH | 0.1 |
| 2980 | DOUBLE KENTON CATCH BASIN | 21030ED | 15.000 |
15.000 |
$3,500.000 |
EACH | 0.4 |
| 2990 | PERFORATED PIPE-100 MM | 01000M | 6,241.500 |
6,521.500 |
$14.610 |
M | 0.6 |
| 3000 | NON-PERFORATED PIPE-100 MM | 01010M | 49.000 |
49.000 |
$30.400 |
M | 0.0 |
| 8000 | EW~ 450 MM CORE HOLE | 10094NX | 0.000 |
1.000 |
$295.200 |
EACH | 0.0 |
| 8001 | STORM SEWER PIPE-1800 MM EQUIV | 00564M | 0.000 |
3.700 |
$1,371.000 |
M | 0.0 |
| 8002 | STORM SEWER PIPE-300 MM TEMPORARY | 00520M | 0.000 |
80.000 |
$35.140 |
M | 0.0 |
| 8007 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 0.000 |
2.000 |
$455.000 |
EACH | 0.0 |
| 8008 | EW~ SEWER DAMAGE P#22 | 10098NX | 0.000 |
2,575.350 |
$1.000 |
DOLL | 0.0 |
| 8010 | FUEL ADJUSTMENT | 10020NS | 0.000 |
36,587.320 |
$1.000 |
DOLL | 0.0 |
| 8011 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
320,239.530 |
$1.000 |
DOLL | 0.0 |
| 8014 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
13,209.820 |
$1.000 |
DOLL | 0.0 |
| 8015 | HANDRAIL-TYPE A-2 HANDRAIL-TYPE A-2 | 02612M | 0.000 |
172.260 |
$217.190 |
M | 0.0 |
| 8016 | GRASS SEEDING SWITCHGRASS | 21287MD | 0.000 |
0.908 |
$182.250 |
KG | 0.0 |
| 8017 | GRASS SEEDING LITTLE BLUE STEM | 21287MD | 0.000 |
0.918 |
$383.680 |
KG | 0.0 |
| 8018 | GRASS SEEDING BIG BLUE STEM | 21287MD | 0.000 |
1.362 |
$1,598.630 |
KG | 0.0 |
| 8019 | GRASS SEEDING BLACK EYED SUSAN | 21287MD | 0.000 |
1.362 |
$1,854.410 |
KG | 0.0 |
| 8020 | EROSION CONTROL BLANKET (SPECIAL) | 21555MN | 0.000 |
434.790 |
$6.410 |
SQ M | 0.0 |
| 8021 | ROADWAY EXCAVATION MODIFIED | 02200M | 0.000 |
2,050.000 |
$37.160 |
CU M | 0.0 |
| 8022 | MOBILIZATION MODIFIED | 02568 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8023 | MAINTAIN & CONTROL TRAFFIC Lily Drive | 02650 | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8026 | HANDRAIL-TYPE A-3 | 02613M | 0.000 |
8.000 |
$258.360 |
M | 0.0 |
| 8027 | GRADE & DRAIN Industrial Rd - Radius Revision | 09994E03 | 0.000 |
1.000 |
$20,547.450 |
LS | 0.0 |
| 8028 | COST PLUS WORK DBI @ Car Wash & Perf Pipe Underdrain @ Industrial | 10080NSD | 0.000 |
14,765.080 |
$1.000 |
DOLL | 0.0 |
| 8029 | PAVE MARKING THERMO-BIKE Arrow | 20782NS714 | 0.000 |
68.000 |
$99.750 |
EACH | 0.0 |
Category Total $10,511,289.06 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0002 | CATEGORY Description | GAS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1700 | TIE-IN 50 MM | 03463M | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 1710 | TIE-IN 100 MM | 03464M | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 1720 | TIE-IN 150 MM | 03466M | 14.000 |
14.000 |
$3,000.000 |
EACH | 0.3 |
| 1730 | TIE-IN 200 MM | 03468M | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 1740 | GAS MAIN 50MM PL INSTALL | 20838MD | 58.000 |
58.000 |
$37.700 |
M | 0.0 |
| 1750 | GAS MAIN 100MM PL INSTALL | 20839MD | 156.000 |
156.000 |
$58.570 |
M | 0.1 |
| 1760 | GAS MAIN 150MM PL INSTALL | 20840MD | 2,513.000 |
2,513.000 |
$70.110 |
M | 1.2 |
| 1770 | GAS MAIN 200MM PL INSTALL | 20841MD | 114.000 |
114.000 |
$100.300 |
M | 0.1 |
| 1780 | EXCAVATE TRENCH AND LOWER STEEL GAS MAIN | 20842MD | 60.000 |
60.000 |
$47.000 |
M | 0.0 |
| 1790 | VALVE ASSEMBLY 150MM INSTALL | 20843MD | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 1800 | VALVE ASSEMBLY 80MM PL INSTALL | 20844MD | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1810 | VALVE ASSEMBLY 100MM PL INSTALL | 20845MD | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1820 | VALVE ASSEMBLY 100MM PL INSTALL | 20845MD | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1830 | SERVICE PIPING LONG-SIDE M-C INST 25MM | 20846MD | 18.000 |
18.000 |
$450.000 |
EACH | 0.1 |
| 1840 | SERVICE PIPING SHORT-SIDE M-C INST 25MM | 20847MD | 14.000 |
14.000 |
$300.000 |
EACH | 0.0 |
| 1850 | SERVICE PIPING LONG-SIDE M-C INST 50MM | 20848MD | 2.000 |
2.000 |
$700.000 |
EACH | 0.0 |
| 1870 | SERVICE PIPING SHORT-SIDE M-C INST 80MM | 20849MD | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1880 | SERVICE PIPING SHORT-SIDE M-C INST 100MM | 20850MD | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 2970 | GAS UTILITY COORDINATION | 20818ND | 1.000 |
1.000 |
$123,000.000 |
LS | 0.8 |
Category Total $391,864.15 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0003 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1890 | STEEL ENCASEMENT PIPE-400 MM | 01073M | 14.000 |
17.050 |
$282.150 |
M | 0.0 |
| 1900 | DUCTILE IRON PIPE-100 MM | 01091M | 14.000 |
14.000 |
$379.050 |
M | 0.0 |
| 1910 | DUCTILE IRON PIPE-150 MM | 01093M | 13.000 |
13.000 |
$369.550 |
M | 0.0 |
| 1920 | DUCTILE IRON PIPE-200 MM | 01095M | 986.000 |
971.300 |
$346.750 |
M | 2.3 |
| 1930 | DUCTILE IRON PIPE-300 MM | 01099M | 128.000 |
128.000 |
$346.750 |
M | 0.3 |
| 1940 | PLUG PIPE | 01314 | 13.000 |
13.000 |
$95.000 |
EACH | 0.0 |
| 1950 | FILL AND CAP MANHOLE | 01786 | 28.000 |
28.000 |
$522.500 |
EACH | 0.1 |
| 1960 | ADJUST MANHOLE | 01792 | 1.000 |
1.000 |
$237.500 |
EACH | 0.0 |
| 1970 | SANITARY SEWER MANHOLE | 01799 | 55.000 |
54.000 |
$3,325.000 |
EACH | 1.3 |
| 1980 | SAFELOADING | 02690M | 40.000 |
40.000 |
$142.500 |
CU M | 0.0 |
| 1990 | TEMPORARY SILT FENCE | 02701M | 472.000 |
472.000 |
$14.250 |
M | 0.0 |
| 2000 | PVC PIPE-100 MM FORCE MAIN | 03383M | 137.000 |
137.000 |
$89.300 |
M | 0.1 |
| 2010 | PVC PIPE-100 MM SDR 35 | 03383M | 6.000 |
6.000 |
$237.500 |
M | 0.0 |
| 2020 | PVC PIPE-200 MM | 03387M | 959.000 |
959.000 |
$144.400 |
M | 1.0 |
| 2030 | PVC PIPE-300 MM | 03391M | 252.000 |
252.000 |
$173.850 |
M | 0.3 |
| 2040 | CONCRETE ENCASEMENT 300 MM PIPE | 20057MS601 | 3.000 |
3.000 |
$380.000 |
M | 0.0 |
| 2050 | CONCRETE ENCASEMENT 400 MM PIPE | 20057MS601 | 12.000 |
12.000 |
$356.250 |
M | 0.0 |
| 2060 | DROP MANHOLE | 20240MS408 | 1.000 |
1.000 |
$4,275.000 |
EACH | 0.0 |
| 2070 | BENDS 100MM FOR PVC PIPE | 20832ND | 4.000 |
4.000 |
$190.000 |
EACH | 0.0 |
| 2080 | REPLACE MANHOLE | 20833ND | 5.000 |
5.000 |
$4,750.000 |
EACH | 0.2 |
| 2090 | CLEANOUT PVC PIPE 200 MM | 20834MD | 1.000 |
1.000 |
$285.000 |
EACH | 0.0 |
| 2100 | TEE 200MM X 100MM | 20835MD | 18.000 |
18.000 |
$71.250 |
EACH | 0.0 |
| 2110 | CASING SPACERS | 20836MD | 13.000 |
16.000 |
$95.000 |
EACH | 0.0 |
| 2120 | RUBBER END SEAL FOR 400MM CASING PIPE | 20837MD | 2.000 |
4.000 |
$71.250 |
EACH | 0.0 |
Category Total $844,837.85 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2130 | DUCTILE IRON PIPE-150 MM | 01093M | 122.000 |
122.000 |
$152.000 |
M | 0.1 |
| 2140 | DUCTILE IRON PIPE-200 MM | 01095M | 675.000 |
675.000 |
$187.150 |
M | 0.9 |
| 2150 | DUCTILE IRON PIPE-300 MM | 01099M | 3,232.000 |
3,232.000 |
$168.150 |
M | 3.7 |
| 2160 | COPPER PIPE-19 MM | 03360M | 710.000 |
710.000 |
$71.250 |
M | 0.3 |
| 2170 | COPPER PIPE-25 MM | 03361M | 152.000 |
152.000 |
$77.900 |
M | 0.1 |
| 2180 | COPPER PIPE-38 MM | 03362M | 5.000 |
5.000 |
$80.750 |
M | 0.0 |
| 2190 | COPPER PIPE-50 MM | 03363M | 76.000 |
76.000 |
$142.500 |
M | 0.1 |
| 2200 | ADJUST WATER VALVE | 03425 | 10.000 |
10.000 |
$71.250 |
EACH | 0.0 |
| 2210 | ADJUST FIRE HYDRANT | 03426 | 1.000 |
1.000 |
$855.000 |
EACH | 0.0 |
| 2220 | ADJUST WATER METER | 03427 | 7.000 |
7.000 |
$261.250 |
EACH | 0.0 |
| 2230 | RELOCATE WATER METER | 03431 | 36.000 |
36.000 |
$475.000 |
EACH | 0.1 |
| 2240 | RELOCATE FIRE HYDRANT | 03433 | 20.000 |
20.000 |
$1,235.000 |
EACH | 0.2 |
| 2250 | RECONNECT SERVICE | 03437 | 46.000 |
46.000 |
$95.000 |
EACH | 0.0 |
| 2260 | RECONNECT TO MAIN | 03438 | 45.000 |
45.000 |
$95.000 |
EACH | 0.0 |
| 2270 | AIR RELEASE VALVE | 03495 | 3.000 |
3.000 |
$855.000 |
EACH | 0.0 |
| 2280 | GATE VALVE-150 MM | 03526M | 27.000 |
27.000 |
$760.000 |
EACH | 0.1 |
| 2290 | GATE VALVE-200 MM | 03528M | 8.000 |
8.000 |
$950.000 |
EACH | 0.1 |
| 2300 | GATE VALVE-300 MM | 03532M | 34.000 |
34.000 |
$1,710.000 |
EACH | 0.4 |
| 2310 | CONCRETE ENCASEMENT | 20057MS601 | 40.000 |
40.000 |
$266.000 |
M | 0.1 |
| 2320 | TEST TAP | 20058MC | 2.000 |
2.000 |
$118.750 |
EACH | 0.0 |
| 2330 | RELOCATE INTERNAL METER PIT PIPING | 20830ND | 3.000 |
3.000 |
$2,565.000 |
EACH | 0.1 |
| 2340 | ANCHOR TEE AND BLOCK 200 X 200 X 150 MM | 20851MD | 3.000 |
3.000 |
$261.250 |
EACH | 0.0 |
| 2350 | ANCHOR TEE AND BLOCK 300 X 300 X 150MM | 20852MD | 18.000 |
18.000 |
$380.000 |
EACH | 0.0 |
| 2360 | TEE AND BLOCK 200 X 200 X 200MM | 20853MD | 1.000 |
1.000 |
$261.250 |
EACH | 0.0 |
| 2370 | TEE AND BLOCK 300 X 300 X 150MM | 20854MD | 4.000 |
4.000 |
$380.000 |
EACH | 0.0 |
| 2380 | TEE AND BLOCK 300 X 300 X 200MM | 20855MD | 8.000 |
8.000 |
$403.750 |
EACH | 0.0 |
| 2390 | TEE AND BLOCK 300 X 300 X 300MM | 20856MD | 6.000 |
6.000 |
$522.500 |
EACH | 0.0 |
| 2400 | BEND AND BLOCK 150MM | 20857MD | 26.000 |
26.000 |
$261.250 |
EACH | 0.0 |
| 2410 | BEND AND BLOCK 200MM | 20858MD | 18.000 |
18.000 |
$285.000 |
EACH | 0.0 |
| 2420 | BEND AND BLOCK 300MM | 20859MD | 32.000 |
32.000 |
$380.000 |
EACH | 0.1 |
| 2430 | REDUCER 200MM X 150MM | 20860MD | 4.000 |
4.000 |
$237.500 |
EACH | 0.0 |
| 2440 | REDUCER 300MM X 150MM | 20861MD | 1.000 |
1.000 |
$332.500 |
EACH | 0.0 |
| 2460 | CONNECT TO 600MM | 20863MD | 2.000 |
2.000 |
$7,600.000 |
EACH | 0.1 |
| 2470 | FIRE HYDRANT ASSEMBLY | 20864ND | 2.000 |
2.000 |
$3,800.000 |
EACH | 0.1 |
| 2480 | WATER METER PIT BOX | 20866ND | 3.000 |
3.000 |
$14,250.000 |
EACH | 0.3 |
| 2490 | ROTATE EXISTING TEE 600 X 600 X 300MM | 20867ND | 1.000 |
1.000 |
$2,612.500 |
EACH | 0.0 |
| 2500 | LOWER EXISTING WATER MAIN 600MM | 20868MD | 56.000 |
56.000 |
$760.000 |
M | 0.3 |
| 2510 | COPPER SERVICE SPLIT | 20869ND | 2.000 |
2.000 |
$118.750 |
EACH | 0.0 |
| 2520 | CONNECT TO 150MM MAIN | 21032ND | 13.000 |
13.000 |
$1,900.000 |
EACH | 0.2 |
| 2530 | CONNECT TO 200MM MAIN | 21033ND | 3.000 |
3.000 |
$2,090.000 |
EACH | 0.0 |
| 2540 | CONNECT TO 300MM MAIN | 21034ND | 14.000 |
14.000 |
$2,660.000 |
EACH | 0.3 |
| 2550 | PLUG AND BLOCK 200MM | 21035ND | 2.000 |
2.000 |
$237.500 |
EACH | 0.0 |
| 2560 | PLUG AND BLOCK 300MM | 21036ND | 4.000 |
4.000 |
$332.500 |
EACH | 0.0 |
Category Total $1,145,341.85 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNAL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2570 | CONDUIT-31 MM | 04793M | 108.000 |
108.000 |
$18.240 |
M | 0.0 |
| 2580 | CONDUIT-50 MM | 04795M | 48.000 |
48.000 |
$33.100 |
M | 0.0 |
| 2590 | JUNCTION BOX TYPE B | 04811 | 12.000 |
12.000 |
$312.000 |
EACH | 0.0 |
| 2600 | TRENCHING AND BACKFILLING | 04820M | 156.000 |
156.000 |
$11.450 |
M | 0.0 |
| 2610 | LOOP WIRE | 04830M | 1,575.000 |
1,575.000 |
$0.430 |
M | 0.0 |
| 2620 | CABLE-NO. 14/5C | 04844M | 1,941.000 |
1,941.000 |
$2.690 |
M | 0.0 |
| 2630 | CABLE-NO. 14/7C | 04845M | 85.000 |
85.000 |
$2.840 |
M | 0.0 |
| 2640 | CABLE-NO. 14/1 PAIR | 04850M | 1,337.000 |
1,337.000 |
$2.700 |
M | 0.0 |
| 2650 | SIGNAL PEDESTAL | 04882 | 1.000 |
1.000 |
$543.000 |
EACH | 0.0 |
| 2660 | MESSENGER-48.0 KN | 04885M | 512.000 |
632.000 |
$4.300 |
M | 0.0 |
| 2670 | LOOP SAW SLOT AND FILL | 04895M | 736.000 |
736.000 |
$33.700 |
M | 0.2 |
| 2680 | PEDESTRIAN DETECTOR | 04900 | 28.000 |
28.000 |
$203.000 |
EACH | 0.0 |
| 2690 | SIGNAL-3 SECTION 305 MM | 04912M | 31.000 |
31.000 |
$763.000 |
EACH | 0.2 |
| 2700 | SIGNAL-5 SECTION 305 MM | 04914M | 2.000 |
2.000 |
$1,179.000 |
EACH | 0.0 |
| 2710 | SIGNAL-PEDESTRIAN | 04916 | 28.000 |
28.000 |
$640.000 |
EACH | 0.1 |
| 2720 | INSTALL CONTROLLER TYPE 170 | 04931 | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.0 |
| 2730 | INSTALL STEEL STRAIN POLE | 04932 | 16.000 |
20.000 |
$1,800.000 |
EACH | 0.2 |
| 2740 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 2750 | INSTALL COORDINATING UNIT | 20390ES835 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 8003 | CABLE-NO. 14/3C | 04842M | 0.000 |
114.000 |
$4.170 |
M | 0.0 |
| 8004 | SIGNAL-305 MM | 04911M | 0.000 |
4.000 |
$346.720 |
EACH | 0.0 |
| 8005 | BEACON CONTROLLER-2 CIRCUIT | 04930 | 0.000 |
2.000 |
$2,001.750 |
EACH | 0.0 |
| 8006 | COST PLUS WORK REMOVE SIGNAL EQUIPMENT | 10080NS | 0.000 |
1.000 |
$1,081.940 |
LS | 0.0 |
| 8009 | REMOVE POLE | 04939 | 0.000 |
2.000 |
$325.000 |
EACH | 0.0 |
Category Total $136,801.56 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - ALT 1 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2780 | CAST IN PLACE BOX CULVERT 90+024 | 21038ND | 1.000 |
1.000 |
$140,000.000 |
LS | 1.0 |
Category Total $140,000.00 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE - ALT 2 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2810 | CAST IN PLACE BOX CULVERT 80+024.25 | 21038ND | 1.000 |
1.000 |
$225,800.000 |
LS | 1.5 |
Category Total $225,800.00 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | 25126 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2820 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 648.100 |
648.100 |
$65.000 |
CU M | 0.3 |
| 2830 | FOUNDATION PREPARATION 13+121 | 08003 | 1.000 |
1.000 |
$15,822.000 |
LS | 0.1 |
| 2840 | CONCRETE-CLASS A | 08100M | 400.300 |
400.300 |
$410.000 |
CU M | 1.1 |
| 2850 | STEEL REINFORCEMENT | 08150M | 21,391.000 |
21,391.000 |
$1.750 |
KG | 0.3 |
Category Total $259,505.75 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0010 | CATEGORY Description | BRIDGE | 25861 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2860 | MASONRY COATING | 02998M | 122.500 |
122.500 |
$12.000 |
SQ M | 0.0 |
| 2870 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 10.000 |
10.000 |
$65.000 |
CU M | 0.0 |
| 2880 | FOUNDATION PREPARATION 12+109.75 | 08003 | 1.000 |
1.000 |
$5,655.000 |
LS | 0.0 |
| 2890 | RETAINING WALL | 08018M | 540.000 |
540.000 |
$518.000 |
SQ M | 1.9 |
| 2900 | HANDRAIL-METAL | 08256M | 171.500 |
171.500 |
$48.000 |
M | 0.1 |
Category Total $295,727.00 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE | 25869 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2910 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 33.000 |
33.000 |
$65.000 |
CU M | 0.0 |
| 2920 | FOUNDATION PREPARATION 74+935.9 | 08003 | 1.000 |
1.000 |
$8,990.000 |
LS | 0.1 |
| 2930 | CONCRETE-CLASS A | 08100M | 190.900 |
190.900 |
$410.000 |
CU M | 0.5 |
| 2940 | STEEL REINFORCEMENT | 08150M | 13,027.000 |
13,027.000 |
$1.750 |
KG | 0.2 |
Category Total $112,201.25 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0012 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2950 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$289,800.000 |
LS | 2.0 |
| 2960 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$217,000.000 |
LS | 1.5 |
Category Total $506,800.00 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0013 | CATEGORY Description | FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8012 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
1,344.980 |
$1.000 |
DOLL | 0.0 |
| 8013 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
9,158.930 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE05913030542 | CATEGORY NUMBER | 0014 | CATEGORY Description | NON PARTICIPATING FHWA FY09 | FUEL & ASPHALT ADJUSTMENT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8024 | FUEL ADJUSTMENT NON PARTICIPATING FY09 | 10020NS | 0.000 |
52,925.070 |
$1.000 |
DOLL | 0.0 |
| 8025 | ASPHALT ADJUSTMENT NON PARTICIPATING FY09 | 10030NS | 0.000 |
21,339.640 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |