|
Item List 061201 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 061201 | Primary Project Number | DE02490040601 |
| Contract Description | EDWARD T. BREATHITT PARKWAY-US 68B TO US 41A | ||
| Primary County | CHRISTIAN | Fed/St Number | NH 9004(12) |
| Vendor ID | 00818 | Vendor Name | ROGERS GROUP INC |
| Bid Amount | $ 24,420,855.42 | ||
| SM- Project | DE02490040601 |
| Fed/State Number | NH 9004(12) |
| Project Description | EDWARD T. BREATHITT PARKWAY-US 68B TO US 41A |
| *********** |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | REMOVE DROP BOX INLET | 01585 | 4.000 |
4.000 |
$404.340 |
EACH | 0.0 |
| 0030 | ISLAND INTEGRAL CURB | 01845 | 581.000 |
581.000 |
$18.500 |
LF | 0.0 |
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | 608.000 |
608.000 |
$19.100 |
LF | 0.0 |
| 0060 | ASPHALT WEDGE CURB | 01897 | 500.000 |
500.000 |
$6.290 |
LF | 0.0 |
| 0090 | CONC MEDIAN BARRIER TYPE 12C | 01967 | 79.000 |
79.000 |
$90.980 |
LF | 0.0 |
| 0100 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 15.000 |
15.000 |
$5.050 |
EACH | 0.0 |
| 0110 | BARRICADE-TYPE III | 02014 | 27.000 |
27.000 |
$303.250 |
EACH | 0.0 |
| 0120 | REMOVE PAVEMENT | 02091 | 14,444.000 |
14,444.000 |
$4.700 |
SQYD | 0.3 |
| 0130 | GRANULAR EMBANKMENT | 02223 | 2,847.000 |
2,847.000 |
$8.090 |
CUYD | 0.1 |
| 0140 | EMBANKMENT IN PLACE | 02230 | 723,879.000 |
769,143.920 |
$7.000 |
CUYD | 20.7 |
| 0150 | WATER | 02242 | 1,800.000 |
1,800.000 |
$0.010 |
MGAL | 0.0 |
| 0160 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 9,624.000 |
9,624.000 |
$4.500 |
LF | 0.2 |
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 14,539.000 |
14,539.000 |
$16.220 |
LF | 1.0 |
| 0180 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 863.000 |
863.000 |
$25.320 |
LF | 0.1 |
| 0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$45.490 |
EACH | 0.0 |
| 0200 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 13.000 |
13.000 |
$1,971.140 |
EACH | 0.1 |
| 0210 | CRASH CUSHION TYPE IX-A | 02365 | 6.000 |
6.000 |
$5,054.200 |
EACH | 0.1 |
| 0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$2,638.290 |
EACH | 0.1 |
| 0230 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 14.000 |
14.000 |
$454.880 |
EACH | 0.0 |
| 0240 | REMOVE GUARDRAIL | 02381 | 6,449.000 |
6,449.000 |
$1.470 |
LF | 0.0 |
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 6.000 |
6.000 |
$202.170 |
EACH | 0.0 |
| 0260 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,981.250 |
EACH | 0.0 |
| 0270 | R/W MARKER RURAL TYPE 1 | 02434 | 6.000 |
6.000 |
$80.870 |
EACH | 0.0 |
| 0280 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 5.000 |
5.000 |
$70.760 |
EACH | 0.0 |
| 0290 | CHANNEL LINING CLASS II | 02483 | 5,403.000 |
5,403.000 |
$26.280 |
TON | 0.6 |
| 0300 | CLEARING AND GRUBBING 104.8 ACRES | 02545 | 1.000 |
1.000 |
$136,463.440 |
LS | 0.6 |
| 0310 | SIGNS | 02562 | 5,525.000 |
5,525.000 |
$6.570 |
SQFT | 0.1 |
| 0320 | EDGE KEY | 02585 | 152.000 |
152.000 |
$93.570 |
LF | 0.1 |
| 0330 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 9,490.000 |
9,490.000 |
$2.020 |
SQYD | 0.1 |
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$50,542.010 |
LS | 0.2 |
| 0350 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$2,021.680 |
EACH | 0.0 |
| 0360 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$21,071.620 |
EACH | 0.3 |
| 0370 | SAFELOADING | 02690 | 5.000 |
5.000 |
$202.170 |
CUYD | 0.0 |
| 0380 | TEMPORARY SILT FENCE | 02701 | 3,262.000 |
3,262.000 |
$3.030 |
LF | 0.0 |
| 0390 | SILT TRAP TYPE A | 02703 | 13.000 |
13.000 |
$353.790 |
EACH | 0.0 |
| 0400 | SILT TRAP TYPE B | 02704 | 112.000 |
112.000 |
$353.790 |
EACH | 0.2 |
| 0410 | SILT TRAP TYPE C | 20496NS843 | 39.000 |
39.000 |
$252.710 |
EACH | 0.0 |
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | 208.000 |
208.000 |
$0.010 |
EACH | 0.0 |
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | 1,792.000 |
1,792.000 |
$0.010 |
EACH | 0.0 |
| 0440 | CLEAN SILT TRAP TYPE C | 20497NS843 | 624.000 |
624.000 |
$0.010 |
EACH | 0.0 |
| 0450 | CLEAN TEMPORARY SILT FENCE | 02709 | 52,192.000 |
52,192.000 |
$0.010 |
LF | 0.0 |
| 0460 | STAKING | 02726 | 1.000 |
1.000 |
$126,355.040 |
LS | 0.5 |
| 0470 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$5,695.730 |
EACH | 0.0 |
| 0480 | CRASH CUSHION TYPE VI D | 02888 | 2.000 |
4.000 |
$11,932.970 |
EACH | 0.1 |
| 0490 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$5,559.620 |
EACH | 0.0 |
| 0510 | TUBULAR MARKERS | 03225 | 406.000 |
406.000 |
$38.360 |
EACH | 0.1 |
| 0520 | EROSION CONTROL BLANKET | 05950 | 120,711.000 |
120,711.000 |
$1.140 |
SQYD | 0.6 |
| 0530 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | 3,989.000 |
3,989.000 |
$8.390 |
SQYD | 0.1 |
| 0540 | TEMPORARY MULCH | 05952 | 537,192.000 |
537,192.000 |
$0.120 |
SQYD | 0.3 |
| 0550 | TOPDRESSING FERTILIZER | 05966 | 18.400 |
18.400 |
$454.880 |
TON | 0.0 |
| 0560 | SEEDING AND PROTECTION | 05985 | 354,869.000 |
354,869.000 |
$0.250 |
SQYD | 0.4 |
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 32,320.000 |
32,320.000 |
$0.180 |
LF | 0.0 |
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 17,619.000 |
17,619.000 |
$0.210 |
LF | 0.0 |
| 0590 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 36,335.000 |
36,335.000 |
$0.640 |
LF | 0.1 |
| 0600 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 25,427.000 |
25,427.000 |
$0.640 |
LF | 0.1 |
| 0610 | PAVE STRIPING-THERMO-12 INCH W | 06546 | 5,148.000 |
5,148.000 |
$1.270 |
LF | 0.0 |
| 0620 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 12,800.000 |
12,800.000 |
$1.510 |
LF | 0.1 |
| 0630 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 11,125.000 |
11,125.000 |
$1.510 |
LF | 0.1 |
| 0640 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 60.000 |
60.000 |
$8.140 |
LF | 0.0 |
| 0650 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 49,957.000 |
49,957.000 |
$4.190 |
SQFT | 0.9 |
| 0660 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 635.000 |
635.000 |
$0.640 |
LF | 0.0 |
| 0670 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 31.000 |
31.000 |
$116.250 |
EACH | 0.0 |
| 0680 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 104.000 |
104.000 |
$7.180 |
EACH | 0.0 |
| 0690 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 58.000 |
58.000 |
$7.180 |
EACH | 0.0 |
| 0700 | PAVEMENT MARKER TYPE V-MW | 06589 | 28.000 |
28.000 |
$21.730 |
EACH | 0.0 |
| 0710 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 487.000 |
487.000 |
$21.730 |
EACH | 0.0 |
| 0715 | CONC MEDIAN BARRIER TY 9A-MOD | 21397ED | 722.900 |
722.900 |
$55.600 |
LF | 0.2 |
| 0720 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 189.000 |
189.000 |
$21.730 |
EACH | 0.0 |
| 0730 | CONCRETE-CLASS A | 08100 | 70.830 |
70.830 |
$874.380 |
CUYD | 0.3 |
| 0740 | STEEL REINFORCEMENT | 08150 | 5,599.000 |
5,599.000 |
$1.360 |
LB | 0.0 |
| 0750 | TEMPORARY SILT DITCH | 20594ES213 | 2,700.000 |
2,700.000 |
$3.030 |
LF | 0.0 |
| 0760 | SOUND BARRIER WALL | 21120EC | 1,233.000 |
1,233.000 |
$386.650 |
SQYD | 2.0 |
| 0770 | TEMPORARY MEDIAN CROSSOVER | 20259ED | 4.000 |
4.000 |
$21,174.940 |
EACH | 0.3 |
| 0780 | CLAY SOIL CAP | 20315ED | 792.000 |
792.000 |
$10.110 |
CUYD | 0.0 |
| 0790 | ASPHALT PLACEMENT WITH MTV | 00338 | 12,483.000 |
29,264.000 |
$2.000 |
TON | 0.1 |
| 0800 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | 2.000 |
2.000 |
$340.650 |
EACH | 0.0 |
| 0810 | ENTRANCE PIPE-15 INCH | 00440 | 82.000 |
82.000 |
$36.390 |
LF | 0.0 |
| 0820 | CULVERT PIPE-15 INCH | 00461 | 12.000 |
12.000 |
$67.730 |
LF | 0.0 |
| 0830 | CULVERT PIPE-18 INCH | 00462 | 1,096.000 |
1,096.000 |
$46.500 |
LF | 0.2 |
| 0840 | CULVERT PIPE-24 INCH | 00464 | 514.000 |
514.000 |
$51.550 |
LF | 0.1 |
| 0850 | CULVERT PIPE-30 INCH | 00466 | 1,412.000 |
1,412.000 |
$65.700 |
LF | 0.4 |
| 0860 | CULVERT PIPE-36 INCH | 00468 | 372.000 |
372.000 |
$75.810 |
LF | 0.1 |
| 0870 | CULVERT PIPE-42 INCH | 00469 | 116.000 |
116.000 |
$86.930 |
LF | 0.0 |
| 0880 | CULVERT PIPE-18 INCH EQUIV | 00491 | 95.000 |
95.000 |
$57.620 |
LF | 0.0 |
| 0890 | CULVERT PIPE-24 INCH EQUIV | 00492 | 194.000 |
194.000 |
$83.900 |
LF | 0.1 |
| 0920 | STORM SEWER PIPE-15 INCH | 00521 | 13.000 |
13.000 |
$56.610 |
LF | 0.0 |
| 0930 | STORM SEWER PIPE-18 INCH | 00522 | 1,775.000 |
1,775.000 |
$37.400 |
LF | 0.3 |
| 0940 | STORM SEWER PIPE-24 INCH | 00524 | 625.000 |
625.000 |
$57.620 |
LF | 0.1 |
| 0950 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,213.010 |
EACH | 0.0 |
| 0960 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 7.000 |
7.000 |
$1,819.510 |
EACH | 0.1 |
| 0970 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | 1.000 |
1.000 |
$1,314.090 |
EACH | 0.0 |
| 0980 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 3.000 |
3.000 |
$1,516.260 |
EACH | 0.0 |
| 0990 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 3.000 |
3.000 |
$1,819.510 |
EACH | 0.0 |
| 1000 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 5.000 |
5.000 |
$3,335.770 |
EACH | 0.1 |
| 1010 | CURB BOX INLET TYPE B | 01480 | 16.000 |
16.000 |
$3,133.600 |
EACH | 0.2 |
| 1020 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$2,628.180 |
EACH | 0.0 |
| 1030 | DROP BOX INLET TYPE 5B | 01505 | 13.000 |
13.000 |
$3,740.110 |
EACH | 0.2 |
| 1040 | DROP BOX INLET TYPE 5E | 01514 | 1.000 |
1.000 |
$3,800.760 |
EACH | 0.0 |
| 1050 | DROP BOX INLET TYPE 5F | 01517 | 2.000 |
2.000 |
$3,740.110 |
EACH | 0.0 |
| 1060 | DROP BOX INLET TYPE 5F MOD | 01518 | 2.000 |
2.000 |
$3,740.110 |
EACH | 0.0 |
| 1070 | DROP BOX INLET TYPE 13G | 01559 | 2.000 |
2.000 |
$3,133.600 |
EACH | 0.0 |
| 1080 | DROP BOX INLET TYPE 13S | 01568 | 1.000 |
1.000 |
$5,054.200 |
EACH | 0.0 |
| 1090 | CONC MED BARR BOX INLET TY 12B1 | 01608 | 2.000 |
2.000 |
$5,054.200 |
EACH | 0.0 |
| 1100 | CONC MED BARR BOX INLET TY 9B1 | 01621 | 1.000 |
1.000 |
$5,054.200 |
EACH | 0.0 |
| 1110 | JUNCTION BOX-18 INCH | 01642 | 2.000 |
2.000 |
$1,900.380 |
EACH | 0.0 |
| 1120 | JUNCTION BOX-24 INCH | 01643 | 2.000 |
2.000 |
$1,819.510 |
EACH | 0.0 |
| 1130 | REMOVE PIPE | 01310 | 430.000 |
430.000 |
$4.040 |
LF | 0.0 |
| 1140 | PLUG PIPE | 01314 | 4.000 |
4.000 |
$404.340 |
EACH | 0.0 |
| 1150 | CHANNEL LINING CLASS II | 02483 | 105.610 |
105.610 |
$26.280 |
TON | 0.0 |
| 1160 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 10,332.600 |
10,332.600 |
$2.020 |
SQYD | 0.1 |
| 1170 | REMOVE HEADWALL | 02625 | 3.000 |
3.000 |
$151.630 |
EACH | 0.0 |
| 1180 | CONCRETE-CLASS A | 08100 | 49.990 |
49.990 |
$874.380 |
CUYD | 0.2 |
| 1190 | STEEL REINFORCEMENT | 08150 | 2,401.000 |
2,401.000 |
$1.360 |
LB | 0.0 |
| 1200 | PERFORATED PIPE-4 INCH | 01000 | 35,086.000 |
0.000 |
$4.650 |
LF | 0.7 |
| 1210 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,322.000 |
0.000 |
$13.140 |
LF | 0.1 |
| 1220 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 25.000 |
0.000 |
$202.170 |
EACH | 0.0 |
| 1230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 19.000 |
0.000 |
$394.230 |
EACH | 0.0 |
| 1240 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 2.000 |
0.000 |
$424.550 |
EACH | 0.0 |
| 1250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 30.000 |
0.000 |
$434.660 |
EACH | 0.1 |
| 1260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 20.000 |
0.000 |
$424.550 |
EACH | 0.0 |
| 1270 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 71.000 |
0.000 |
$40.430 |
TON | 0.0 |
| 8006 | PIPE UNDERCUT Pipe Undercut | 02219 | 0.000 |
539.920 |
$20.000 |
CUYD | 0.0 |
| 8014 | SPECIAL SEEDING CROWN VETCH | 05989 | 0.000 |
82,280.000 |
$0.240 |
SQYD | 0.0 |
| 8015 | REMOVE CRASH CUSHION - Ty 1X | 20432ES112 | 0.000 |
2.000 |
$210.000 |
EACH | 0.0 |
| 8018 | LONGITUDINAL EDGE KEY | 21289ND | 0.000 |
2,950.000 |
$1.000 |
LF | 0.0 |
| 8026 | NON-SPEC MATERIAL Emulsified Asphal SS-1H | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8027 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8028 | NON-SPEC MATERIAL Asphalt Seal Aggregate 9m | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8029 | NON-SPEC MATERIAL Asphalt Seal Aggregate 8m | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8053 | MOBILIZATION Mobilization/Demobilization Grade Bust | 02568 | 0.000 |
1.000 |
$5,520.000 |
LS | 0.0 |
| 8061 | STAKING Staking/Bluetopping Grade Bust | 02726 | 0.000 |
1.000 |
$38,973.000 |
LS | 0.0 |
| 8065 | STANDARD BARRIER MEDIAN TYPE 2 Ramp J | 01917 | 0.000 |
240.000 |
$132.000 |
SQYD | 0.0 |
| 8066 | MAINTAIN & CONTROL TRAFFIC Ramp J | 02650 | 0.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 8067 | MOBILIZATION FOR MILL & TEXT Ramp J | 02676 | 0.000 |
1.000 |
$2,750.000 |
LS | 0.0 |
| 8068 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 0.000 |
50,854.000 |
$0.280 |
LF | 0.0 |
| 8069 | FOUNDATION PREPARATION Retaining Wall | 08003 | 0.000 |
1.000 |
$3,850.000 |
LS | 0.0 |
| 8080 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 0.000 |
1,453.620 |
$48.770 |
TON | 0.0 |
| 8081 | REMOVE FENCE | 02265 | 0.000 |
414.000 |
$1.980 |
LF | 0.0 |
| 8082 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | 0.000 |
2.000 |
$1,800.700 |
EACH | 0.0 |
Category Total $8,550,777.73 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0002 | CATEGORY Description | PAVEMENT - ASPHALT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1280 | DGA BASE | 00001 | 79,184.000 |
0.000 |
$15.880 |
TON | 5.1 |
| 1290 | CRUSHED STONE BASE | 00003 | 227.000 |
0.000 |
$28.120 |
TON | 0.0 |
| 1300 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 27,965.000 |
0.000 |
$37.140 |
TON | 4.3 |
| 1310 | LEVELING & WEDGING PG64-22 | 00190 | 5,318.000 |
5,318.000 |
$50.350 |
TON | 1.1 |
| 1320 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 16,682.000 |
16,682.000 |
$45.450 |
TON | 3.1 |
| 1330 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 35,091.000 |
35,091.000 |
$43.530 |
TON | 6.3 |
| 1340 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 20,479.000 |
20,479.000 |
$49.590 |
TON | 4.2 |
| 1350 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 3,698.000 |
395.530 |
$49.710 |
TON | 0.8 |
| 1360 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 8,785.000 |
0.000 |
$55.130 |
TON | 2.0 |
| 1370 | LIME STABILIZED ROADBED | 00013 | 103,483.000 |
0.000 |
$0.010 |
SQYD | 0.0 |
| 1380 | LIME | 00014 | 1,975.000 |
0.000 |
$0.010 |
TON | 0.0 |
| 1390 | ASPHALT CURING SEAL | 00358 | 105.000 |
0.000 |
$353.350 |
TON | 0.2 |
| 1400 | SAND FOR BLOTTER | 02702 | 258.000 |
0.000 |
$30.620 |
TON | 0.0 |
| 1410 | ASPHALT SEAL AGGREGATE | 00100 | 445.000 |
445.000 |
$62.910 |
TON | 0.1 |
| 1420 | EMULSIFIED ASPHALT RS-2 | 00291 | 57.000 |
57.000 |
$377.200 |
TON | 0.1 |
| 1430 | PCC BASE-8 INCH | 02063 | 848.000 |
848.000 |
$37.300 |
SQYD | 0.1 |
| 1440 | PCC BASE-9 INCH | 02064 | 11,949.000 |
11,949.000 |
$37.300 |
SQYD | 1.8 |
| 8008 | CRUSHED STONE BASE - Special | 00003 | 0.000 |
90,716.400 |
$18.880 |
TON | 0.0 |
| 8009 | STAKING - Special | 02726 | 0.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 8010 | EW~ - Decreased Bluetopping Productivity | 10090NX | 0.000 |
1.000 |
$52,923.100 |
LS | 0.0 |
| 8011 | VALUE ENGINEERING | 10121NX | 0.000 |
292,989.420 |
$1.000 |
DOLL | 0.0 |
| 8012 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
7,466.120 |
$1.000 |
DOLL | 0.0 |
| 8013 | FUEL ADJUSTMENT | 10020NS | 0.000 |
-1,672.850 |
$1.000 |
DOLL | 0.0 |
| 8019 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
5,000.000 |
$1.000 |
DOLL | 0.0 |
| 8020 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | 0.000 |
7,331.380 |
$55.130 |
TON | 0.0 |
| 8021 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 0.000 |
3,302.470 |
$49.710 |
TON | 0.0 |
Category Total $7,112,492.67 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1650 | CONCRETE-CLASS A 25796 | 08100 | 834.600 |
905.320 |
$313.360 |
CUYD | 1.1 |
| 1660 | CONCRETE-CLASS AA 25796 | 08104 | 1,145.600 |
1,145.600 |
$353.800 |
CUYD | 1.7 |
| 1670 | STEEL REINFORCEMENT 25796 | 08150 | 122,953.000 |
124,597.380 |
$0.760 |
LB | 0.4 |
| 1680 | STEEL REINF-EPOXY COATED 25796 | 08151 | 307,765.000 |
307,765.000 |
$0.900 |
LB | 1.1 |
| 1690 | PRECAST PC I BEAM TYPE 4 25796 | 08634 | 3,084.200 |
3,084.200 |
$192.060 |
LF | 2.4 |
| 1700 | STRUCTURE GRANULAR BACKFILL 25796 | 02231 | 674.000 |
674.000 |
$30.330 |
CUYD | 0.1 |
| 1710 | MASONRY COATING 25796 | 02998 | 3,708.000 |
3,708.000 |
$8.090 |
SQYD | 0.1 |
| 1720 | PILES-STEEL HP14X89 25796 | 08051 | 2,989.000 |
2,989.000 |
$55.600 |
LF | 0.7 |
| 1730 | TEST PILES 25796 | 08033 | 293.000 |
293.000 |
$55.600 |
LF | 0.1 |
| 1740 | PILE POINTS-14 INCH 25796 | 08095 | 123.000 |
123.000 |
$115.240 |
EACH | 0.1 |
| 1750 | ARMORED EDGE FOR CONCRETE 25796 | 03299 | 188.800 |
188.800 |
$40.430 |
LF | 0.0 |
| 1760 | FOUNDATION PREPARATION 25796 | 08003 | 1.000 |
1.000 |
$18,195.120 |
LS | 0.1 |
| 1770 | STRUCTURE EXCAV-SOLID ROCK 25796 | 08002 | 96.000 |
182.582 |
$30.330 |
CUYD | 0.0 |
| 1780 | CRUSHED AGGREGATE SLOPE PROT 25796 | 08020 | 782.000 |
782.000 |
$23.250 |
TON | 0.1 |
| 8000 | MASS CONCRETE Mass Concrete | 10040ES | 0.000 |
122.000 |
$144.780 |
CUYD | 0.0 |
| 8004 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 0.000 |
1,600.000 |
$48.880 |
LF | 0.0 |
| 8005 | CRASH CUSHION TYPE VI-T US 68 | 02894 | 0.000 |
3.000 |
$7,762.500 |
EACH | 0.0 |
Category Total $1,923,643.11 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1790 | CONCRETE-CLASS A 25797 | 08100 | 460.400 |
460.400 |
$313.360 |
CUYD | 0.6 |
| 1800 | CONCRETE-CLASS AA 25797 | 08104 | 865.500 |
865.500 |
$353.790 |
CUYD | 1.3 |
| 1810 | STEEL REINFORCEMENT 25797 | 08150 | 48,297.000 |
48,297.000 |
$0.760 |
LB | 0.2 |
| 1820 | STEEL REINF-EPOXY COATED 25797 | 08151 | 181,332.000 |
209,172.530 |
$0.900 |
LB | 0.7 |
| 1830 | PRECAST PC I BEAM TYPE 3 25797 | 08633 | 2,899.600 |
2,899.600 |
$171.840 |
LF | 2.0 |
| 1840 | STRUCTURE GRANULAR BACKFILL 25797 | 02231 | 302.000 |
302.000 |
$30.330 |
CUYD | 0.0 |
| 1850 | MASONRY COATING 25797 | 02998 | 2,441.000 |
2,441.000 |
$8.090 |
SQYD | 0.1 |
| 1860 | PILES-STEEL HP14X73 25797 | 08050 | 1,814.000 |
1,814.000 |
$50.540 |
LF | 0.4 |
| 1870 | TEST PILES 25797 | 08033 | 179.000 |
179.000 |
$50.540 |
LF | 0.0 |
| 1880 | PILE POINTS-14 INCH 25797 | 08095 | 48.000 |
48.000 |
$115.240 |
EACH | 0.0 |
| 1890 | ARMORED EDGE FOR CONCRETE 25797 | 03299 | 284.000 |
284.000 |
$40.430 |
LF | 0.0 |
| 1900 | FOUNDATION PREPARATION 25797 | 08003 | 1.000 |
1.000 |
$3,032.520 |
LS | 0.0 |
| 1910 | CRUSHED AGGREGATE SLOPE PROT 25797 | 08020 | 668.000 |
997.150 |
$23.250 |
TON | 0.1 |
| 1920 | DRILLED SHAFT-ROCK 42 IN 25797 | 21329ED | 108.000 |
125.800 |
$404.340 |
LF | 0.2 |
| 1930 | DRILLED SHAFT-ROCK 48" 25797 | 20637ED | 27.000 |
58.270 |
$520.580 |
LF | 0.1 |
| 1940 | DRILLED SHAFT-COMMON 48" 25797 | 20636ED | 370.000 |
343.790 |
$303.250 |
LF | 0.5 |
| 1950 | ROCK SOUNDINGS 25797 | 20745ED | 406.000 |
406.000 |
$7.080 |
LF | 0.0 |
| 1960 | APPROACH SLAB 25797 | 08500 | 745.000 |
745.000 |
$126.360 |
SQYD | 0.4 |
| 1970 | ROCK CORINGS 25797 | 20746ED | 325.000 |
325.000 |
$25.270 |
LF | 0.0 |
| 1980 | STRUCTURAL STEEL 25797 | 08160 | 1.000 |
1.000 |
$76,823.860 |
LS | 0.3 |
| 8007 | EW~ Extra Work - Additional Freight | 10090NX | 0.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
Category Total $1,665,834.87 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1990 | CONCRETE-CLASS A 25798 | 08100 | 672.600 |
827.476 |
$313.360 |
CUYD | 0.9 |
| 2000 | CONCRETE-CLASS AA 25798 | 08104 | 1,417.000 |
1,417.000 |
$353.790 |
CUYD | 2.1 |
| 2010 | STEEL REINFORCEMENT 25798 | 08150 | 81,782.000 |
94,832.339 |
$0.760 |
LB | 0.3 |
| 2020 | STEEL REINF-EPOXY COATED 25798 | 08151 | 273,757.000 |
277,965.000 |
$0.900 |
LB | 1.0 |
| 2030 | JS I-BEAM-72 IN 25798 | 21330ED | 3,818.000 |
3,818.000 |
$252.710 |
LF | 4.0 |
| 2040 | STRUCTURE GRANULAR BACKFILL 25798 | 02231 | 466.000 |
466.000 |
$30.330 |
CUYD | 0.1 |
| 2050 | MASONRY COATING 25798 | 02998 | 4,858.000 |
4,858.000 |
$8.090 |
SQYD | 0.2 |
| 2060 | PILES-STEEL HP14X73 25798 | 08050 | 804.000 |
804.000 |
$47.510 |
LF | 0.2 |
| 2070 | TEST PILES 25798 | 08033 | 134.000 |
134.000 |
$47.510 |
LF | 0.0 |
| 2080 | PILE POINTS-14 INCH 25798 | 08095 | 28.000 |
28.000 |
$115.240 |
EACH | 0.0 |
| 2090 | ARMORED EDGE FOR CONCRETE 25798 | 03299 | 262.000 |
262.000 |
$40.430 |
LF | 0.0 |
| 2100 | FOUNDATION PREPARATION 25798 | 08003 | 1.000 |
1.000 |
$3,032.520 |
LS | 0.0 |
| 2110 | CRUSHED AGGREGATE SLOPE PROT 25798 | 08020 | 700.000 |
700.000 |
$23.250 |
TON | 0.1 |
| 2120 | DRILLED SHAFT-ROCK 42 IN 25798 | 21329ED | 144.000 |
144.000 |
$424.550 |
LF | 0.3 |
| 2130 | DRILLED SHAFT-ROCK 48" 25798 | 20637ED | 55.000 |
55.000 |
$550.910 |
LF | 0.1 |
| 2140 | DRILLED SHAFT-COMMON 48" 25798 | 20636ED | 373.000 |
373.000 |
$333.580 |
LF | 0.5 |
| 2150 | ROCK SOUNDINGS 25798 | 20745ED | 432.000 |
432.000 |
$7.080 |
LF | 0.0 |
| 2160 | APPROACH SLAB 25798 | 08500 | 468.000 |
468.000 |
$126.350 |
SQYD | 0.2 |
| 2170 | ROCK CORINGS 25798 | 20746ED | 452.000 |
452.000 |
$25.270 |
LF | 0.0 |
| 2180 | STRUCTURAL STEEL 25798 | 08160 | 1.000 |
1.000 |
$55,596.220 |
LS | 0.2 |
| 8001 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$284,625.000 |
LS | 0.0 |
| 8002 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 0.000 |
440.000 |
$48.880 |
LF | 0.0 |
| 8003 | CRASH CUSHION TYPE VI-T US 41A | 02894 | 0.000 |
4.000 |
$7,762.500 |
EACH | 0.0 |
| 8016 | BRIDGE Piling Removal | 22394NN | 0.000 |
1.000 |
$4,993.740 |
LS | 0.0 |
| 8017 | EW~ Concrete Class A Mod | 10091EX | 0.000 |
4.000 |
$175.960 |
CUYD | 0.0 |
| 8050 | COST PLUS WORK NB Bridge over 41A | 10080NSD | 0.000 |
2,758.040 |
$1.000 |
DOLL | 0.0 |
| 8051 | COST PLUS WORK Piling Removal @ 41A | 10080NSD | 0.000 |
4,755.940 |
$1.000 |
DOLL | 0.0 |
Category Total $2,461,664.25 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0007 | CATEGORY Description | RETAINING WALL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2190 | FOUNDATION PREPARATION 26037 | 08003 | 1.000 |
1.000 |
$8,086.720 |
LS | 0.0 |
| 2200 | RETAINING WALL 26037 | 08018 | 8,886.600 |
9,265.600 |
$63.680 |
SQFT | 2.3 |
| 8025 | MASONRY COATING Retaining and Barrier Walls | 02998 | 0.000 |
1,273.610 |
$8.090 |
SQYD | 0.0 |
| 8052 | CONCRETE-CLASS B Retaining Wall/Grade Bust | 02555 | 0.000 |
0.000 |
$990.000 |
CUYD | 0.0 |
| 8054 | FOUNDATION PREPARATION Retaining Wall/Grade Bust | 08003 | 0.000 |
1.000 |
$2,830.350 |
LS | 0.0 |
| 8055 | STRUCTURE EXCAVATION-COMMON Retaining Wall/Grade Bust | 08001 | 0.000 |
220.000 |
$13.860 |
CUYD | 0.0 |
| 8056 | REMOVE RETAINING WALL Grade Bust | 20479NS613 | 0.000 |
1.000 |
$94,999.190 |
LS | 0.0 |
| 8057 | EW~ Retaining Wall/Barrier Dowels | 10105EX | 0.000 |
2,237.500 |
$0.760 |
LB | 0.0 |
| 8058 | EW~ Retaining Wall/Steel Reinforcment Cutting | 10094NX | 0.000 |
1,080.000 |
$10.000 |
EACH | 0.0 |
| 8059 | EW~ Retaining Wall/Disposal of Steel Reinforcement Material Cut | 10105EX | 0.000 |
4,982.800 |
$0.410 |
LB | 0.0 |
| 8064 | STEEL REINFORCEMENT Retaining Wall/Change in Cost of Steel Rienforcement | 08150 | 0.000 |
38,000.000 |
$0.120 |
LB | 0.0 |
Category Total $573,985.40 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2210 | GMSS GALV STEEL TYPE C | 20815ED | 3,877.000 |
3,877.000 |
$4.450 |
LB | 0.1 |
| 2220 | CLASS A CONCRETE FOR SIGNS | 06490 | 74.170 |
74.170 |
$328.520 |
CUYD | 0.1 |
| 2230 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 5,826.000 |
5,826.000 |
$1.770 |
LB | 0.0 |
| 2240 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,541.000 |
1,541.000 |
$15.160 |
SQFT | 0.1 |
| 2250 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | 302.400 |
302.400 |
$9.990 |
SQFT | 0.0 |
| 2260 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 138.000 |
138.000 |
$11.320 |
SQFT | 0.0 |
| 2270 | STEEL POST TYPE 2 | 06411 | 1,086.000 |
1,086.000 |
$4.520 |
LF | 0.0 |
| 2280 | OSS ALUMINUM 75 FT TRUSS | 06436 | 1.000 |
1.000 |
$50,870.540 |
EACH | 0.2 |
| 2290 | OSS ALUMINUM 85 FT TRUSS | 06443 | 1.000 |
1.000 |
$50,188.220 |
EACH | 0.2 |
| 2300 | ROADWAY CROSS SECTION | 20419ED | 6.000 |
6.000 |
$303.250 |
EACH | 0.0 |
| 2310 | FLEXIBLE DELINEATOR POST-W | 06417 | 100.000 |
100.000 |
$23.250 |
EACH | 0.0 |
| 2320 | FLEXIBLE DELINEATOR POST-Y | 06418 | 50.000 |
50.000 |
$23.250 |
EACH | 0.0 |
Category Total $191,150.17 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0009 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2360 | POLE 120 FT MTG HT HIGH MAST | 04714 | 9.000 |
9.000 |
$23,552.580 |
EACH | 0.9 |
| 2370 | POLE BASE-HIGH MAST | 04742 | 9.000 |
9.000 |
$7,075.880 |
EACH | 0.3 |
| 2380 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$9,097.560 |
EACH | 0.0 |
| 2390 | HPS LUMINAIRE HIGH MAST | 04773 | 50.000 |
50.000 |
$841.020 |
EACH | 0.2 |
| 2400 | CONDUIT-3 1/2 INCH | 04798 | 2,720.000 |
2,720.000 |
$35.380 |
LF | 0.4 |
| 2410 | MARKER | 04800 | 28.000 |
28.000 |
$126.360 |
EACH | 0.0 |
| 2420 | TRENCHING AND BACKFILLING | 04820 | 14,150.000 |
14,150.000 |
$5.050 |
LF | 0.3 |
| 2430 | CABLE-NO. 8/3C DUCTED | 04860 | 3,550.000 |
3,550.000 |
$3.030 |
LF | 0.0 |
| 2450 | CABLE-NO. 6/3C DUCTED | 04861 | 3,400.000 |
3,400.000 |
$4.040 |
LF | 0.1 |
| 2460 | CABLE-NO. 4/3C DUCTED | 04862 | 7,200.000 |
7,200.000 |
$4.850 |
LF | 0.1 |
| 2470 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$13,140.920 |
LS | 0.1 |
| 2480 | JUNCTION BOX TYPE A | 20391ES835 | 10.000 |
10.000 |
$606.500 |
EACH | 0.0 |
| 2490 | JUNCTION BOX TYPE C | 20392ES835 | 6.000 |
6.000 |
$1,010.840 |
EACH | 0.0 |
| 8030 | CONDUIT-2 INCH | 04795 | 0.000 |
80.000 |
$33.350 |
LF | 0.0 |
| 8031 | CABLE-NO. 14/5C | 04844 | 0.000 |
589.000 |
$2.880 |
LF | 0.0 |
| 8032 | CABLE-NO. 14/7C | 04845 | 0.000 |
290.000 |
$3.450 |
LF | 0.0 |
| 8033 | MESSENGER-10800 LB | 04885 | 0.000 |
583.000 |
$5.180 |
LF | 0.0 |
| 8034 | SIGNAL-3 SECTION 12 INCH | 04912 | 0.000 |
12.000 |
$920.000 |
EACH | 0.0 |
| 8035 | SIGNAL-5 SECTION 12 INCH | 04914 | 0.000 |
2.000 |
$1,265.000 |
EACH | 0.0 |
| 8036 | INSTALL CONTROLLER TYPE 170 | 04931 | 0.000 |
2.000 |
$4,025.000 |
EACH | 0.0 |
| 8037 | INSTALL STEEL STRAIN POLE | 04932 | 0.000 |
7.000 |
$5,980.000 |
EACH | 0.0 |
| 8038 | VIDEO DETECTION-INSTALL | 20275EC | 0.000 |
4.000 |
$2,875.000 |
EACH | 0.0 |
| 8039 | INSTALL COORDINATING UNIT | 20390ES835 | 0.000 |
2.000 |
$3,220.000 |
EACH | 0.0 |
Category Total $582,717.34 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0010 | CATEGORY Description | WATERLINE RELOCATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2500 | STEEL ENCASEMENT PIPE-18 INCH BORE & JACK | 01075 | 200.000 |
200.000 |
$328.520 |
LF | 0.3 |
| 2510 | STEEL ENCASEMENT PIPE-16 INCH BORE & JACK | 01073 | 152.000 |
152.000 |
$247.660 |
LF | 0.2 |
| 2530 | CUT & CAP EXIST WATER MAIN | 03550 | 5.000 |
5.000 |
$1,617.340 |
EACH | 0.0 |
| 2540 | CUT AND REMOVE ABANDONED PIPE 18 FT SECTION | 21390ND | 5.000 |
5.000 |
$202.170 |
EACH | 0.0 |
| 2550 | REDUCER 10 IN X 8 IN MJ | 21389ND | 2.000 |
2.000 |
$672.210 |
EACH | 0.0 |
| 2560 | DUCTILE IRON PIPE-10 INCH | 01097 | 445.000 |
445.000 |
$29.310 |
LF | 0.1 |
| 2570 | BEND 90 DEG 10 INCH | 03561 | 1.000 |
1.000 |
$727.800 |
EACH | 0.0 |
| 2580 | REDUCER 10 IN X 6 IN MJ | 21391ND | 1.000 |
1.000 |
$641.880 |
EACH | 0.0 |
| 2590 | TEE-10 IN MJ | 21392ND | 1.000 |
1.000 |
$808.670 |
EACH | 0.0 |
| 2600 | TAPPING SLEEVE AND VALVE-8" | 20517NC | 5.000 |
5.000 |
$3,386.310 |
EACH | 0.1 |
| 2610 | TEE 8 IN MJ | 21100ND | 1.000 |
1.000 |
$707.590 |
EACH | 0.0 |
| 2620 | DUCTILE IRON PIPE-8 INCH | 01095 | 654.000 |
654.000 |
$22.240 |
LF | 0.1 |
| 2630 | BEND 90 DEG 8 INCH | 03570 | 4.000 |
4.000 |
$657.050 |
EACH | 0.0 |
| 2640 | BEND 11.25 DEG 8 INCH | 03539 | 1.000 |
1.000 |
$631.780 |
EACH | 0.0 |
| 2650 | BEND 45 DEG 8 INCH | 03563 | 2.000 |
2.000 |
$636.830 |
EACH | 0.0 |
| 2660 | DUCTILE IRON PIPE-6 INCH | 01093 | 25.000 |
25.000 |
$20.220 |
LF | 0.0 |
| 2670 | FIRE HYDRANT ASSEMBLY | 20864ND | 1.000 |
1.000 |
$3,209.420 |
EACH | 0.0 |
| 2710 | STEEL ENCASEMENT PIPE-18 INCH OPEN CUT | 01075 | 366.000 |
366.000 |
$111.190 |
LF | 0.2 |
Category Total $210,139.79 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0011 | CATEGORY Description | SEWER RELOCATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2520 | PVC PIPE-15" | 20796ED | 648.000 |
648.000 |
$50.540 |
LF | 0.1 |
| 2680 | STEEL ENCASEMENT PIPE-20 INCH OPEN CUT | 01076 | 624.000 |
624.000 |
$166.790 |
LF | 0.4 |
| 2690 | STEEL ENCASEMENT PIPE-20 INCH BORE & JACK | 01076 | 190.000 |
0.000 |
$353.790 |
LF | 0.3 |
| 2700 | TIE-IN 15 IN CORE EXIST MH | 21385ND | 1.000 |
1.000 |
$2,142.980 |
EACH | 0.0 |
| 2720 | PLUG 15 IN SEWER | 21386ND | 4.000 |
4.000 |
$859.210 |
EACH | 0.0 |
| 2730 | PLUG 12 IN SEWER | 21387ND | 9.000 |
9.000 |
$783.400 |
EACH | 0.0 |
| 2740 | PVC PIPE-12 INCH | 03391 | 1,830.000 |
1,830.000 |
$35.380 |
LF | 0.3 |
| 2750 | PLUG 12 IN SEWER | 21387ND | 3.000 |
3.000 |
$783.400 |
EACH | 0.0 |
| 2760 | PLUG 12 IN SEWER-STUB OUT | 21388ND | 4.000 |
4.000 |
$1,111.920 |
EACH | 0.0 |
| 2770 | PLUG 8 IN SEWER-STUB OUT | 21393ND | 5.000 |
5.000 |
$1,010.840 |
EACH | 0.0 |
| 2780 | PVC PIPE-8 INCH | 03387 | 437.000 |
437.000 |
$21.230 |
LF | 0.0 |
| 2790 | SANITARY SEWER MANHOLE | 01799 | 8.000 |
8.000 |
$3,032.520 |
EACH | 0.1 |
| 2800 | PAVEMENT RESTORATION | 21394ED | 142.000 |
142.000 |
$60.610 |
LF | 0.0 |
| 2810 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 1.000 |
1.000 |
$985.570 |
EACH | 0.0 |
| 2820 | DEMOLISH MANHOLE AND FILL WITH DIRT 2 VF | 21395ND | 7.000 |
7.000 |
$439.720 |
EACH | 0.0 |
| 2830 | CORE MANHOLE AND INSTALL 12 IN PVC PIPE | 21396ND | 1.000 |
1.000 |
$2,324.930 |
EACH | 0.0 |
| 2840 | SANITARY SEWER MANHOLE SPECIAL - 4 FT ID | 01799 | 3.000 |
4.000 |
$3,032.520 |
EACH | 0.0 |
| 8070 | COST PLUS WORK Bore & Jack 36 IN | 10080NSD | 0.000 |
150,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $350,905.27 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0012 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2850 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$443,174.840 |
LS | 1.8 |
| 2860 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$354,349.950 |
LS | 1.5 |
Category Total $797,524.79 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0013 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2870 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | 2,000.000 |
2,000.000 |
$0.010 |
HOUR | 0.0 |
Category Total $20.00 |
| SM- Project | DE02490040601 | CATEGORY NUMBER | 0014 | CATEGORY Description | COST PLUS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2880 | COST PLUS WORK | 10080NS | 1.000 |
1.000 |
$0.000 |
LS | 0.0 |
Category Total $0.00 |