|
Item List 041104 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041104 | Primary Project Number | D0390NEW04104 |
| Contract Description | I-71-US42 CONNECTOR | ||
| Primary County | GALLATIN | Fed/St Number | STPR 3000 (472) |
| Vendor ID | 02616 | Vendor Name | HI-VIEW LLC |
| Bid Amount | $ 16,811,117.31 | ||
| SM- Project | D0390NEW04104 |
| Fed/State Number | STPR 3000 (472) |
| Project Description | I-71-US42 CONNECTOR |
| *********** |
| SM- Project | D0390NEW04104 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1060 | STRUCTURE GRANULAR BACKFILL | 02231M | 175.000 |
175.000 |
$19.000 |
CU M | 0.0 |
| 1070 | REMOVE CONCRETE MASONRY | 02403M | 9.000 |
9.000 |
$1,100.000 |
CU M | 0.1 |
| 1080 | MASONRY COATING | 02998M | 1,236.000 |
1,236.000 |
$9.100 |
SQ M | 0.1 |
| 1090 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 366.000 |
366.000 |
$70.000 |
CU M | 0.2 |
| 1100 | FOUNDATION PREPARATION STA. 20+307+650 (ADDED 5-4-04) | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 1110 | FOUNDATION PREPARATION STA. 19+527.490 (ADDED 5-4-04) | 08003 | 1.000 |
1.000 |
$22,000.000 |
LS | 0.1 |
| 1120 | FOUNDATION PREPARATION STA. 4+914.050 (REVISED 5-4-04) | 08003 | 1.000 |
1.000 |
$99,000.000 |
LS | 0.6 |
| 1130 | CYCLOPEAN STONE RIP RAP | 08019M | 2,895.000 |
2,895.000 |
$18.000 |
MTON | 0.3 |
| 1140 | TEST PILES | 08033M | 21.000 |
21.000 |
$35.000 |
M | 0.0 |
| 1150 | PILES-STEEL HP310X79 | 08046M | 162.000 |
162.000 |
$89.000 |
M | 0.1 |
| 1160 | PILE POINTS-310 MM | 08094M | 18.000 |
18.000 |
$90.000 |
EACH | 0.0 |
| 1170 | CONCRETE-CLASS A BRIDGE | 08100M | 1,319.800 |
1,319.800 |
$325.000 |
CU M | 2.6 |
| 1180 | CONCRETE-CLASS AA | 08104M | 503.100 |
503.100 |
$462.000 |
CU M | 1.4 |
| 1200 | STEEL REINFORCEMENT BRIDGE | 08150M | 147,322.000 |
147,322.000 |
$1.280 |
KG | 1.1 |
| 1210 | STEEL REINF-EPOXY COATED | 08151M | 85,259.000 |
85,259.000 |
$1.420 |
KG | 0.7 |
| 1220 | STRUCTURAL STEEL 9583 KG | 08160 | 1.000 |
1.000 |
$17,500.000 |
LS | 0.1 |
| 1230 | EXPANSION DAM-60 MM NEOPRENE | 08471M | 10.700 |
10.700 |
$475.000 |
M | 0.0 |
| 1240 | EXPANSION DAM-40 MM SILICONE | 08475M | 11.500 |
11.500 |
$235.000 |
M | 0.0 |
| 1250 | APPROACH SLAB | 08500M | 71.000 |
71.000 |
$125.000 |
SQ M | 0.1 |
| 1260 | EPOXY SAND SLURRY | 08504M | 66.000 |
66.000 |
$35.000 |
SQ M | 0.0 |
| 1270 | REM EPOXY BIT FOREIGN OVERLAY | 08510M | 294.000 |
294.000 |
$40.000 |
SQ M | 0.1 |
| 1280 | CONCRETE OVERLAY-LATEX | 08534M | 28.700 |
28.700 |
$1,500.000 |
CU M | 0.3 |
| 1290 | BLAST CLEANING | 08549M | 360.000 |
360.000 |
$25.000 |
SQ M | 0.1 |
| 1300 | PRECAST PC I BEAM TYPE 4 | 08634M | 557.200 |
557.200 |
$565.000 |
M | 1.9 |
| 8008 | WATER-FILLED BARRIERS | 02005M | 0.000 |
52.000 |
$47.250 |
M | 0.0 |
| 8009 | RELOCATE WATER-FILLED BARRIERS | 02004M | 0.000 |
52.000 |
$31.500 |
M | 0.0 |
Category Total $1,636,080.74 |
| SM- Project | D0390NEW04104 | 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 | 69,634.700 |
69,634.700 |
$11.750 |
MTON | 4.9 |
| 0020 | LIME STABILIZED ROADBED | 00013M | 134,002.500 |
134,002.500 |
$1.880 |
SQ M | 1.5 |
| 0030 | LIME | 00014M | 2,759.300 |
2,759.300 |
$95.000 |
MTON | 1.6 |
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 41,591.900 |
41,591.900 |
$23.000 |
MTON | 5.7 |
| 0050 | DRAINAGE BLANKET-EMBANKMENT | 00021M | 4,851.000 |
4,851.000 |
$18.620 |
CU M | 0.5 |
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 4,237.800 |
4,237.800 |
$16.000 |
MTON | 0.4 |
| 0070 | ASPHALT SEAL AGGREGATE | 00100M | 1,124.900 |
1,124.900 |
$38.400 |
MTON | 0.3 |
| 0080 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 16,346.000 |
16,346.000 |
$29.000 |
MTON | 2.8 |
| 0090 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 29,527.400 |
29,527.400 |
$29.670 |
MTON | 5.2 |
| 0100 | CL3 ASPH BASE 25.0D PG76-22 | 00216M | 17,240.500 |
17,240.500 |
$32.900 |
MTON | 3.4 |
| 0110 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 1,841.600 |
1,841.600 |
$44.750 |
MTON | 0.5 |
| 0120 | EMULSIFIED ASPHALT RS-2 | 00291M | 135.400 |
135.400 |
$260.000 |
MTON | 0.2 |
| 0130 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 874.200 |
874.200 |
$59.000 |
MTON | 0.3 |
| 0140 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 7,227.300 |
7,227.300 |
$32.350 |
MTON | 1.4 |
| 0150 | CL3 ASPH SURF 12.5D PG76-22 | 00314M | 8,097.000 |
8,097.000 |
$35.650 |
MTON | 1.7 |
| 0160 | ASPHALT CURING SEAL | 00358M | 135.300 |
135.300 |
$180.000 |
MTON | 0.1 |
| 0170 | ENTRANCE PIPE-375 MM | 00440M | 132.900 |
132.900 |
$69.930 |
M | 0.1 |
| 0180 | ENTRANCE PIPE-450 MM | 00441M | 55.400 |
55.400 |
$82.530 |
M | 0.0 |
| 0190 | ENTRANCE PIPE-600 MM | 00443M | 32.200 |
32.200 |
$102.250 |
M | 0.0 |
| 0200 | CULVERT PIPE-375 MM | 00461M | 135.500 |
135.500 |
$98.520 |
M | 0.1 |
| 0210 | CULVERT PIPE-450 MM | 00462M | 805.300 |
805.300 |
$105.850 |
M | 0.5 |
| 0220 | CULVERT PIPE-600 MM | 00464M | 973.400 |
973.400 |
$108.280 |
M | 0.6 |
| 0230 | CULVERT PIPE-750 MM | 00466M | 272.600 |
272.600 |
$164.600 |
M | 0.3 |
| 0240 | CULVERT PIPE-900 MM | 00468M | 419.900 |
419.900 |
$255.900 |
M | 0.6 |
| 0250 | CULVERT PIPE-1050 MM | 00469M | 452.600 |
452.600 |
$314.220 |
M | 0.8 |
| 0260 | STORM SEWER PIPE-375 MM | 00521M | 123.300 |
159.900 |
$81.270 |
M | 0.1 |
| 0270 | STORM SEWER PIPE-450 MM | 00522M | 529.300 |
529.300 |
$88.280 |
M | 0.3 |
| 0280 | STORM SEWER PIPE-600 MM | 00524M | 265.300 |
265.300 |
$110.220 |
M | 0.2 |
| 0290 | STORM SEWER PIPE-900 MM | 00528M | 230.100 |
230.100 |
$186.300 |
M | 0.3 |
| 0300 | PERFORATED PIPE-100 MM | 01000M | 16,538.000 |
16,538.000 |
$10.500 |
M | 1.0 |
| 0310 | NON-PERFORATED PIPE-100 MM | 01010M | 1,501.000 |
1,501.000 |
$29.000 |
M | 0.3 |
| 0320 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.1 |
| 0330 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 6.000 |
6.000 |
$400.000 |
EACH | 0.0 |
| 0340 | PERF PIPE HEADWALL TY 2-100 MM | 01024M | 4.000 |
4.000 |
$400.000 |
EACH | 0.0 |
| 0350 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | 136.000 |
136.000 |
$450.000 |
EACH | 0.4 |
| 0360 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 64.000 |
64.000 |
$450.000 |
EACH | 0.2 |
| 0370 | REMOVE PIPE | 01310M | 236.100 |
236.100 |
$25.000 |
M | 0.0 |
| 0380 | SLOPED BOX OUTLET TY 1-450 MM | 01433M | 5.000 |
5.000 |
$1,400.000 |
EACH | 0.0 |
| 0390 | S & F BOX INLET-OUTLET-450 MM | 01450M | 6.000 |
6.000 |
$1,750.000 |
EACH | 0.1 |
| 0400 | S & F BOX INLET-OUTLET-600 MM | 01451M | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 0410 | S & F BOX INLET-OUTLET-750 MM | 01452M | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.0 |
| 0420 | S & F BOX INLET-OUTLET-900 MM | 01453M | 1.000 |
1.000 |
$5,600.000 |
EACH | 0.0 |
| 0430 | DROP BOX INLET TYPE 1 | 01490 | 17.000 |
17.000 |
$1,800.000 |
EACH | 0.2 |
| 0440 | DROP BOX INLET TYPE 2 | 01493 | 3.000 |
3.000 |
$2,000.000 |
EACH | 0.0 |
| 0450 | DROP BOX INLET TYPE 13G | 01559 | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.0 |
| 0460 | CONC MED BARR BOX INLET TY 300B1 | 01608M | 6.000 |
6.000 |
$5,000.000 |
EACH | 0.2 |
| 0470 | REMOVE INLET | 01718 | 7.000 |
7.000 |
$400.000 |
EACH | 0.0 |
| 0480 | MANHOLE TYPE C | 01767 | 3.000 |
3.000 |
$4,000.000 |
EACH | 0.1 |
| 0490 | ISLAND INTEGRAL CURB | 01845M | 33.200 |
33.200 |
$100.000 |
M | 0.0 |
| 0500 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 44.000 |
44.000 |
$12.000 |
EACH | 0.0 |
| 0510 | BARRICADE-TYPE III | 02014 | 5.000 |
5.000 |
$250.000 |
EACH | 0.0 |
| 0520 | JPC PAVEMENT-200 MM | 02084M | 131.900 |
131.900 |
$75.000 |
SQ M | 0.1 |
| 0530 | REMOVE PAVEMENT | 02091M | 2,212.700 |
2,212.700 |
$2.000 |
SQ M | 0.0 |
| 0540 | ROADWAY EXCAVATION | 02200M | 2,468,529.000 |
2,470,949.450 |
$2.360 |
CU M | 34.7 |
| 0550 | GRANULAR EMBANKMENT | 02223M | 110.000 |
110.000 |
$35.000 |
CU M | 0.0 |
| 0560 | WATER | 02242M | 24,071.000 |
24,071.000 |
$1.000 |
CU M | 0.1 |
| 0570 | FENCE-TEMPORARY | 02259M | 447.500 |
447.500 |
$12.400 |
M | 0.0 |
| 0580 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 17,235.800 |
17,235.800 |
$12.400 |
M | 1.3 |
| 0590 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 2,349.200 |
2,349.200 |
$47.850 |
M | 0.7 |
| 0600 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 10.000 |
10.000 |
$38.400 |
EACH | 0.0 |
| 0610 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
8.000 |
$1,725.000 |
EACH | 0.1 |
| 0620 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$2,712.500 |
EACH | 0.0 |
| 0630 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 5.000 |
5.000 |
$465.000 |
EACH | 0.0 |
| 0640 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 3.000 |
3.000 |
$487.500 |
EACH | 0.0 |
| 0650 | REMOVE GUARDRAIL | 02381M | 523.000 |
523.000 |
$3.720 |
M | 0.0 |
| 0660 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,758.000 |
EACH | 0.0 |
| 0670 | R/W MARKER RURAL TYPE 1 | 02434 | 44.000 |
44.000 |
$71.750 |
EACH | 0.0 |
| 0680 | R/W MARKER RURAL TYPE 2 | 02435 | 6.000 |
6.000 |
$83.850 |
EACH | 0.0 |
| 0690 | CHANNEL LINING CLASS II | 02483M | 21,967.000 |
21,967.000 |
$20.430 |
MTON | 2.7 |
| 0700 | CHANNEL LINING CLASS III | 02484M | 13,205.000 |
13,205.000 |
$20.450 |
MTON | 1.6 |
| 0710 | CLEARING AND GRUBBING 96 HECTARES | 02545 | 1.000 |
1.000 |
$165,900.000 |
LS | 1.0 |
| 0720 | SIGNS | 02562M | 34.000 |
34.000 |
$100.000 |
SQ M | 0.0 |
| 0730 | EDGE KEY MODIFIED | 02585M | 24.000 |
24.000 |
$125.000 |
M | 0.0 |
| 0740 | FABRIC-GEOTEXTILE TYPE III | 02598M | 412.000 |
412.000 |
$2.000 |
SQ M | 0.0 |
| 0750 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 60,767.700 |
60,767.700 |
$1.350 |
SQ M | 0.5 |
| 0760 | REMOVE HEADWALL | 02625 | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 0770 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0780 | TEMPORARY SILT FENCE | 02701M | 300.000 |
300.000 |
$10.000 |
M | 0.0 |
| 0790 | SAND FOR BLOTTER | 02702M | 332.100 |
332.100 |
$35.000 |
MTON | 0.1 |
| 0800 | SILT TRAP TYPE B | 02704 | 81.000 |
81.000 |
$225.000 |
EACH | 0.1 |
| 0810 | SILT CHECK TYPE II ROCK | 02705 | 150.000 |
150.000 |
$50.000 |
EACH | 0.0 |
| 0820 | CLEAN SILT TRAP TYPE B | 02707 | 162.000 |
162.000 |
$50.000 |
EACH | 0.0 |
| 0830 | CLEAN SILT CHECK | 02708 | 300.000 |
300.000 |
$25.000 |
EACH | 0.0 |
| 0840 | CLEAN TEMPORARY SILT FENCE | 02709M | 600.000 |
600.000 |
$5.000 |
M | 0.0 |
| 0850 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.6 |
| 0860 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.3 |
| 0870 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$5,319.000 |
EACH | 0.1 |
| 0880 | MASONRY COATING | 02998M | 2,636.000 |
2,636.000 |
$10.000 |
SQ M | 0.2 |
| 0890 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.1 |
| 0900 | EROSION CONTROL BLANKET | 05950M | 17,664.000 |
17,664.000 |
$1.330 |
SQ M | 0.1 |
| 0910 | TEMP SEEDING AND PROTECTION | 05953M | 67,328.000 |
67,328.000 |
$0.210 |
SQ M | 0.1 |
| 0920 | TOPDRESSING FERTILIZER | 05966M | 40.400 |
40.400 |
$348.400 |
MTON | 0.1 |
| 0930 | SEEDING AND PROTECTION | 05985M | 655,817.000 |
655,817.000 |
$0.290 |
SQ M | 1.1 |
| 0940 | SPECIAL SEEDING CROWN VETCH | 05989M | 147,357.000 |
147,357.000 |
$0.210 |
SQ M | 0.2 |
| 0950 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 36,016.000 |
36,016.000 |
$0.540 |
M | 0.1 |
| 0960 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 5.000 |
5.000 |
$125.000 |
EACH | 0.0 |
| 0970 | PAVE MARKING-PREF THERMO ONLY | 06576 | 4.000 |
4.000 |
$145.000 |
EACH | 0.0 |
| 0980 | PAVEMENT MARKER TYPE V-MW | 06589 | 63.000 |
63.000 |
$21.000 |
EACH | 0.0 |
| 0990 | PAVEMENT MARKER TYPE V-BY | 06591 | 732.000 |
732.000 |
$21.000 |
EACH | 0.1 |
| 1000 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 126.000 |
126.000 |
$21.000 |
EACH | 0.0 |
| 1010 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 266.000 |
266.000 |
$21.000 |
EACH | 0.0 |
| 1020 | CONCRETE-CLASS A ROADWAY | 08100M | 55.485 |
55.485 |
$1,000.000 |
CU M | 0.3 |
| 1030 | STEEL REINFORCEMENT ROADWAY | 08150M | 1,281.200 |
1,281.200 |
$3.000 |
KG | 0.0 |
| 1040 | LONGITUDINAL EDGE KEY | 20076MC | 1,004.000 |
1,004.000 |
$5.000 |
M | 0.0 |
| 1050 | CONC MED BARR WALL TY 300C1 | 20077MS508 | 1,282.262 |
1,282.262 |
$135.000 |
M | 1.0 |
| 1650 | CONCRETE BARRIER WALL TYPE 230T (ADDED 5-4-04) | 03171M | 200.000 |
200.000 |
$75.000 |
M | 0.1 |
| 1660 | RELOCATE TEMP CONC MED BARRIER (ADDED 5-4-04) | 02003M | 200.000 |
200.000 |
$10.000 |
M | 0.0 |
| 1670 | DELINEATOR FOR BARRIER-WHITE (ADDED 5-4-04) | 01984 | 30.000 |
30.000 |
$10.000 |
EACH | 0.0 |
| 1680 | CRASH CUSHION TYPE VI-T (ADDED 5-4-04) | 02894 | 2.000 |
2.000 |
$7,568.000 |
EACH | 0.1 |
| 1690 | RELOCATE CRASH CUSHION (ADDED 5-4-04) | 02898 | 2.000 |
2.000 |
$1,375.000 |
EACH | 0.0 |
| 1700 | ASPHALT PLACEMENT WITH MTV (ADDED 5-7-04) | 00338M | 49,893.000 |
49,893.000 |
$1.000 |
MTON | 0.3 |
| 8000 | TEMPORARY GUARDRAIL | 02397M | 0.000 |
100.000 |
$27.140 |
M | 0.0 |
| 8001 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 0.000 |
7,040.000 |
$0.870 |
M | 0.0 |
| 8002 | PAVE STRIPING REMOVAL-100 MM | 06530M | 0.000 |
1,000.000 |
$1.740 |
M | 0.0 |
| 8003 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 0.000 |
500.000 |
$5.500 |
M | 0.0 |
| 8004 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 0.000 |
500.000 |
$5.500 |
M | 0.0 |
| 8005 | REM EPOXY BIT FOREIGN OVERLAY SPECIAL | 08510M | 0.000 |
1,138.000 |
$22.000 |
SQ M | 0.0 |
| 8006 | CONCRETE OVERLAY-LATEX SPECIAL | 08534M | 0.000 |
57.800 |
$1,100.000 |
CU M | 0.0 |
| 8007 | BLAST CLEANING SPECIAL | 08549M | 0.000 |
1,138.000 |
$13.750 |
SQ M | 0.0 |
| 8012 | FUEL ADJUSTMENT | 10020NS | 0.000 |
291,746.270 |
$1.000 |
DOLL | 0.0 |
| 8013 | ASPHALT ADJUSTMENT Participating | 10030NS | 0.000 |
476,184.270 |
$1.000 |
DOLL | 0.0 |
| 8016 | CENTERLINE RUMBLE STRIPS | 20458MS403 | 0.000 |
5,063.000 |
$3.280 |
M | 0.0 |
| 8017 | JUNCTION BOX-375 MM | 01641M | 0.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 8018 | SPRING BOX INLET TYPE B | 01670 | 0.000 |
1.000 |
$2,375.000 |
EACH | 0.0 |
| 8019 | EW~ Drain Pond 12+980 Lt | 10090NX | 0.000 |
1.000 |
$26,500.000 |
LS | 0.0 |
| 8020 | EARTHWORK Entrances - 19+680 Lt & Rt | 20257ED | 0.000 |
1.000 |
$28,565.500 |
LS | 0.0 |
| 8021 | ADMINISTRATIVE SETTLEMENT | 10104NX | 0.000 |
497,814.600 |
$1.000 |
DOLL | 0.0 |
| 8022 | PIPE UNDERCUT Per Specification 701.04.12 | 02219M | 0.000 |
444.000 |
$15.290 |
CU M | 0.0 |
| 8023 | FABRIC-GEOTEXTILE TYPE IV Per Specification 701.05 | 02599M | 0.000 |
3,281.500 |
$1.670 |
SQ M | 0.0 |
| 8024 | COST PLUS WORK INITIAL SLIDE Station 19+820 | 10080NSD | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8025 | COST PLUS WORK Final Cost Plus Amount | 10080NS | 0.000 |
1.000 |
$109,123.790 |
LS | 0.0 |
| 8026 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
47,037.170 |
$1.000 |
DOLL | 0.0 |
Category Total $14,362,116.24 |
| SM- Project | D0390NEW04104 | CATEGORY NUMBER | 0003 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1310 | POLE 9.1 MTG HT | 04700M | 13.000 |
13.000 |
$1,000.000 |
EACH | 0.1 |
| 1320 | POLE 12.2 MTG HT | 04701M | 21.000 |
21.000 |
$1,400.000 |
EACH | 0.2 |
| 1330 | BRACKET 4.6 M | 04725M | 34.000 |
34.000 |
$250.000 |
EACH | 0.1 |
| 1340 | POLE BASE | 04740 | 34.000 |
34.000 |
$700.000 |
EACH | 0.1 |
| 1350 | TRANSFORMER BASE | 04750 | 34.000 |
34.000 |
$300.000 |
EACH | 0.1 |
| 1360 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 1.000 |
2.000 |
$8,200.000 |
EACH | 0.0 |
| 1370 | HPS LUMINAIRE | 04770 | 34.000 |
34.000 |
$330.000 |
EACH | 0.1 |
| 1380 | FUSED CONNECTOR KIT | 04780 | 74.000 |
100.000 |
$65.000 |
EACH | 0.0 |
| 1390 | CONDUIT-31 MM | 04793M | 1,771.000 |
1,771.000 |
$10.000 |
M | 0.1 |
| 1400 | CONDUIT-50 MM | 04795M | 266.000 |
266.000 |
$15.000 |
M | 0.0 |
| 1410 | JUNCTION BOX TYPE B | 04811 | 7.000 |
7.000 |
$556.250 |
EACH | 0.0 |
| 1420 | TRENCHING AND BACKFILLING | 04820M | 1,787.000 |
1,787.000 |
$9.000 |
M | 0.1 |
| 1430 | OPEN CUT ROADWAY | 04821M | 97.000 |
97.000 |
$125.000 |
M | 0.1 |
| 1440 | WIRE-NO. 12 | 04832M | 1,193.000 |
1,680.700 |
$1.250 |
M | 0.0 |
| 1450 | WIRE-NO. 8 | 04833M | 1,957.000 |
1,957.000 |
$1.850 |
M | 0.0 |
| 1460 | WIRE-NO. 6 | 04834M | 2,648.000 |
4,583.600 |
$2.310 |
M | 0.0 |
| 1470 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 8010 | EW~ Removing lights and wiring from Markland Bridge | 10090NX | 0.000 |
1.000 |
$8,409.280 |
LS | 0.0 |
| 8011 | EW~ Repair lighting circuit | 10090NX | 0.000 |
1.000 |
$1,939.900 |
LS | 0.0 |
Category Total $176,160.33 |
| SM- Project | D0390NEW04104 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1480 | STEEL ENCASEMENT PIPE-250 MM 250MM | 01067M | 50.000 |
50.000 |
$250.000 |
M | 0.1 |
| 1490 | STEEL ENCASEMENT PIPE-300 MM | 01069M | 85.000 |
85.000 |
$150.000 |
M | 0.1 |
| 1500 | PVC PIPE-100 MM | 03383M | 184.000 |
184.000 |
$50.000 |
M | 0.1 |
| 1510 | PVC PIPE-150 MM | 03385M | 225.000 |
225.000 |
$50.000 |
M | 0.1 |
| 1520 | INSTALL WATER METER | 03430 | 3.000 |
3.000 |
$650.000 |
EACH | 0.0 |
| 1530 | WATER SERVICE LINE- 25MM | 20078MC | 72.000 |
72.000 |
$42.500 |
M | 0.0 |
| 1540 | GATE VALVE & BOX 100MM | 20079MC | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1550 | GATE VALVE & BOX 150MM | 20079MC | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 1560 | FLUSH HYDRANT 50MM | 20080MC | 3.000 |
3.000 |
$950.000 |
EACH | 0.0 |
| 1570 | CONNECT TO WATER MAIN 100MM | 20081MC | 2.000 |
2.000 |
$850.000 |
EACH | 0.0 |
| 1580 | CONNECT TO WATER MAIN 150MM | 20081MC | 3.000 |
3.000 |
$900.000 |
EACH | 0.0 |
| 1590 | SERVICE TAP 25MM | 20082MC | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 1600 | CONNECT TO SERVICE | 20083MC | 3.000 |
3.000 |
$300.000 |
EACH | 0.0 |
| 1610 | CUT & CAP | 20084MC | 4.000 |
4.000 |
$350.000 |
EACH | 0.0 |
Category Total $63,860.00 |
| SM- Project | D0390NEW04104 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1620 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$326,000.000 |
LS | 1.9 |
| 1630 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$243,700.000 |
LS | 1.4 |
Category Total $569,700.00 |
| SM- Project | D0390NEW04104 | CATEGORY NUMBER | 0006 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1640 | TRAINEE PAYMENT REIMBURSEMENT (2 CLASS A OR B OPERATORS) | 02742 | 3,200.000 |
3,200.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,200.00 |
| SM- Project | D0390NEW04104 | CATEGORY NUMBER | 0007 | CATEGORY Description | NON PARTICIPATING | updated 3/19/08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8014 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
388,505.110 |
$1.000 |
DOLL | 0.0 |
| 8015 | ASPHALT ADJUSTMENT Non Participating | 10030NS | 0.000 |
64,242.920 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |