|
Item List 020416 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020416 | Primary Project Number | X105046005001 |
| Contract Description | GEORGETOWN-PARIS ROAD (US460) | ||
| Primary County | SCOTT | Fed/St Number | STP 460-1 (24) |
| Vendor ID | 00111 | Vendor Name | JUDY CONSTRUCTION COMPANY |
| Bid Amount | $ 4,801,764.13 | ||
| SM- Project | X105046005001 |
| Fed/State Number | STP 460-1 (24) |
| Project Description | GEORGETOWN-PARIS ROAD (US460) |
| *********** |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | EMBANKMENT IN PLACE | 02230M | 48,533.000 |
49,161.800 |
$10.550 |
CU M | 10.7 |
| 0002 | STRUCTURE GRANULAR BACKFILL | 02231M | 270.000 |
270.000 |
$30.000 |
CU M | 0.2 |
| 0003 | WATER | 02242M | 545.000 |
545.000 |
$1.000 |
CU M | 0.0 |
| 0004 | CONCRETE-CLASS A | 08100M | 13.570 |
13.570 |
$800.000 |
CU M | 0.2 |
| 0005 | CONCRETE-CLASS B | 02555M | 2.500 |
2.500 |
$800.000 |
CU M | 0.0 |
| 0006 | STEEL REINFORCEMENT | 08150M | 206.200 |
206.200 |
$2.000 |
KG | 0.0 |
| 0007 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,108.700 |
1,108.700 |
$36.750 |
M | 0.8 |
| 0008 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$50.000 |
EACH | 0.0 |
| 0009 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$2,900.000 |
EACH | 0.4 |
| 0010 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 2.000 |
2.000 |
$355.000 |
EACH | 0.0 |
| 0011 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$520.000 |
EACH | 0.0 |
| 0012 | REMOVE GUARDRAIL | 02381M | 998.100 |
998.100 |
$5.250 |
M | 0.1 |
| 0013 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$2,240.000 |
EACH | 0.1 |
| 0014 | INSTALL TEMP CRASH CUSHION | 02900 | 4.000 |
0.000 |
$2,240.000 |
EACH | 0.2 |
| 0015 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 70.000 |
70.000 |
$6.000 |
EACH | 0.0 |
| 0016 | INSTALL TEMP CONC MED BARR | 01992M | 830.000 |
830.000 |
$50.000 |
M | 0.9 |
| 0017 | RELOCATE TEMP CONC MED BARRIER | 02003M | 330.000 |
494.100 |
$25.000 |
M | 0.2 |
| 0018 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 7,533.000 |
7,732.000 |
$0.750 |
M | 0.1 |
| 0019 | PAVE STRIPING-PERM PAINT-150MM | 06515M | 1,730.000 |
1,730.000 |
$0.850 |
M | 0.0 |
| 0020 | PAVE STRIPING-THERMO-100 MM W | 06540M | 95.000 |
95.000 |
$1.750 |
M | 0.0 |
| 0021 | PAVE STRIPING-THERMO-150 MM W | 06542M | 656.000 |
656.000 |
$3.000 |
M | 0.0 |
| 0022 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 552.000 |
552.000 |
$3.000 |
M | 0.0 |
| 0023 | PAVE STRIPING-THERMO-200 MM W | 06544M | 235.000 |
235.000 |
$4.250 |
M | 0.0 |
| 0024 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 6,132.000 |
4,391.500 |
$5.000 |
M | 0.6 |
| 0025 | PAVE MARKING-THERMO X-WALK-150 MM | 06565M | 227.000 |
227.000 |
$7.250 |
M | 0.0 |
| 0026 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 99.000 |
102.600 |
$23.000 |
M | 0.0 |
| 0027 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 280.000 |
280.000 |
$17.000 |
SQ M | 0.1 |
| 0028 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 2.000 |
2.000 |
$95.000 |
EACH | 0.0 |
| 0029 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 40.000 |
42.000 |
$80.000 |
EACH | 0.1 |
| 0030 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 5.000 |
5.000 |
$156.000 |
EACH | 0.0 |
| 0031 | PAVEMENT MARKER TYPE V-MW | 06589 | 178.000 |
178.000 |
$24.000 |
EACH | 0.1 |
| 0032 | PAVEMENT MARKER TYPE V-BY | 06591 | 169.000 |
169.000 |
$24.000 |
EACH | 0.1 |
| 0033 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 21.000 |
21.000 |
$24.000 |
EACH | 0.0 |
| 0034 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 45.000 |
45.000 |
$24.000 |
EACH | 0.0 |
| 0035 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 6,956.000 |
6,710.900 |
$5.000 |
M | 0.7 |
| 0036 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 1,289.000 |
19,789.000 |
$0.850 |
M | 0.0 |
| 0037 | FLASHING ARROW | 02775 | 6.000 |
6.000 |
$1,500.000 |
EACH | 0.2 |
| 0038 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 6.000 |
3.000 |
$7,000.000 |
EACH | 0.9 |
| 0039 | SIGNS | 02562M | 73.660 |
85.660 |
$90.000 |
SQ M | 0.1 |
| 0040 | LANE CLOSURE | 02653 | 8.000 |
8.000 |
$1,500.000 |
EACH | 0.2 |
| 0041 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$200.000 |
EACH | 0.0 |
| 0042 | TEMP RELOCATION OF SIGNAL HEAD | 09182M01 | 12.000 |
12.000 |
$225.000 |
EACH | 0.1 |
| 0043 | CONC MEDIAN BARRIER TYPE TY 355C | 09328M03 | 28.000 |
28.000 |
$275.000 |
M | 0.2 |
| 0044 | CONC MEDIAN BARRIER TYPE 350C1 | 01988M | 12.000 |
12.000 |
$275.000 |
M | 0.1 |
| 0045 | REMOVE HEADWALL | 02625 | 9.000 |
9.000 |
$250.000 |
EACH | 0.0 |
| 0046 | REMOVE PIPE | 01310M | 329.600 |
329.600 |
$25.000 |
M | 0.2 |
| 0047 | REMOVE PAVEMENT | 02091M | 676.650 |
676.650 |
$4.000 |
SQ M | 0.1 |
| 0048 | REMOVE MANHOLE | 01787 | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 0049 | REMOVE CATCH BASIN | 01706 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0050 | REMOVE DROP BOX INLET | 01585 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 0051 | REMOVE CURB & GUTTER BOX INLET | 01705 | 8.000 |
8.000 |
$400.000 |
EACH | 0.1 |
| 0052 | REMOVE & RESET FENCE | 02267M | 18.900 |
18.900 |
$29.450 |
M | 0.0 |
| 0053 | REMOVE SIGN & FOUNDATION | 09326M03 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0054 | REMOVE CONCRETE MEDIAN BARRIER | 02006M | 70.000 |
70.000 |
$40.000 |
M | 0.1 |
| 0055 | CULVERT PIPE-450 MM | 00462M | 41.700 |
41.700 |
$180.000 |
M | 0.2 |
| 0056 | CULVERT PIPE-600 MM | 00464M | 22.700 |
22.700 |
$180.000 |
M | 0.1 |
| 0057 | STORM SEWER PIPE-375 MM | 00521M | 222.300 |
222.300 |
$120.000 |
M | 0.6 |
| 0058 | STORM SEWER PIPE-450 MM | 00522M | 139.600 |
139.600 |
$150.000 |
M | 0.4 |
| 0059 | STORM SEWER PIPE-600 MM | 00524M | 217.200 |
217.200 |
$140.000 |
M | 0.6 |
| 0060 | STORM SEWER PIPE-750 MM | 00526M | 48.900 |
48.900 |
$180.000 |
M | 0.2 |
| 0061 | STORM SEWER PIPE-1200 MM | 00530M | 18.700 |
18.700 |
$300.000 |
M | 0.1 |
| 0062 | ENTRANCE PIPE-375 MM | 00440M | 16.800 |
16.800 |
$70.000 |
M | 0.0 |
| 0063 | ENTRANCE PIPE-450 MM | 00441M | 20.600 |
20.600 |
$80.000 |
M | 0.0 |
| 0064 | PERFORATED PIPE-100 MM | 01000M | 290.000 |
290.000 |
$45.000 |
M | 0.3 |
| 0065 | NON-PERFORATED PIPE-100 MM | 01010M | 12.000 |
12.000 |
$40.000 |
M | 0.0 |
| 0066 | CURB BOX INLET TYPE A | 01456 | 7.000 |
7.000 |
$2,900.000 |
EACH | 0.4 |
| 0067 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.2 |
| 0068 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
7.000 |
$2,100.000 |
EACH | 0.3 |
| 0069 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0070 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.1 |
| 0071 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 4.000 |
4.000 |
$250.000 |
EACH | 0.0 |
| 0072 | FLUME INLET TYPE 2 | 01691 | 5.000 |
5.000 |
$2,800.000 |
EACH | 0.3 |
| 0073 | MANHOLE TYPE A | 01756 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0074 | MANHOLE TYPE B | 01761 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.2 |
| 0075 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0076 | CAP CATCH BASIN | 02477M | 1.000 |
1.000 |
$800.000 |
SQ M | 0.0 |
| 0077 | SEEDING AND PROTECTION | 05985M | 19,384.780 |
19,444.780 |
$0.400 |
SQ M | 0.2 |
| 0078 | TEMP SEEDING AND PROTECTION | 05953M | 2,142.000 |
2,142.000 |
$0.320 |
SQ M | 0.0 |
| 0079 | SPECIAL SEEDING CROWN VETCH | 05989M | 14,629.820 |
14,629.820 |
$0.390 |
SQ M | 0.1 |
| 0080 | SODDING | 05990M | 927.000 |
927.000 |
$5.180 |
SQ M | 0.1 |
| 0081 | EROSION CONTROL BLANKET | 05950M | 3,520.000 |
3,520.000 |
$1.450 |
SQ M | 0.1 |
| 0082 | SILT TRAP TYPE A | 02703 | 9.000 |
9.000 |
$200.000 |
EACH | 0.0 |
| 0083 | CLEAN SILT TRAP TYPE A | 02706 | 18.000 |
18.000 |
$50.000 |
EACH | 0.0 |
| 0084 | SILT CHECK | 02705 | 32.000 |
32.000 |
$75.000 |
EACH | 0.1 |
| 0085 | CLEAN SILT CHECK | 02708 | 64.000 |
64.000 |
$20.000 |
EACH | 0.0 |
| 0086 | TEMPORARY SILT FENCE | 02701M | 1,298.900 |
1,298.900 |
$10.000 |
M | 0.3 |
| 0087 | CLEAN TEMPORARY SILT FENCE | 02709M | 2,597.800 |
2,597.800 |
$1.200 |
M | 0.1 |
| 0088 | CHANNEL LINING CLASS III | 02484M | 670.500 |
670.500 |
$25.000 |
MTON | 0.3 |
| 0089 | FABRIC-GEOTEXTILE TYPE III | 02598M | 8,960.000 |
460.000 |
$2.000 |
SQ M | 0.4 |
| 0090 | R/W MARKER RURAL TYPE 1 | 02434 | 7.000 |
7.000 |
$72.150 |
EACH | 0.0 |
| 0091 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 372.830 |
372.830 |
$16.800 |
M | 0.1 |
| 0092 | STANDARD CURB AND GUTTER | 01810M | 483.210 |
483.210 |
$48.000 |
M | 0.5 |
| 0093 | ASPHALT WEDGE CURB | 01897M | 331.700 |
331.700 |
$26.250 |
M | 0.2 |
| 0094 | ASPH PAVE MILLING & TEXTURING | 02677M | 105.000 |
105.000 |
$60.600 |
MTON | 0.1 |
| 0095 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | 44.000 |
44.000 |
$30.000 |
MTON | 0.0 |
| 0096 | CRUSHED STONE BASE | 00003M | 19,855.000 |
20,284.000 |
$15.700 |
MTON | 6.5 |
| 0097 | LEVELING & WEDGING PG64-22 | 00190M | 1,571.000 |
0.000 |
$50.950 |
MTON | 1.7 |
| 0098 | EMULSIFIED ASPHALT RS-2 | 00291M | 12.000 |
12.400 |
$415.000 |
MTON | 0.1 |
| 0099 | ASPHALT SEAL AGGREGATE | 00100M | 98.000 |
101.400 |
$95.000 |
MTON | 0.2 |
| 0100 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 1,842.000 |
1,878.000 |
$46.150 |
MTON | 1.8 |
| 0101 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 20,790.000 |
15,031.000 |
$46.150 |
MTON | 20.0 |
| 0102 | CL3 ASPH SURF 12.5C PG64-22 | 00318M | 2,849.000 |
16.000 |
$59.500 |
MTON | 3.5 |
| 0103 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 872.000 |
897.000 |
$49.350 |
MTON | 0.9 |
| 0104 | CLEARING AND GRUBBING 7.37 HECTARES | 02545 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.5 |
| 0105 | STAKING | 02726 | 1.000 |
1.000 |
$38,000.000 |
LS | 0.8 |
| 0106 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$75,000.000 |
LS | 1.6 |
| 0107 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 8000 | INSTALL TEMP CRASH CUSHION Special | 02900 | 0.000 |
4.000 |
$11,500.000 |
EACH | 0.0 |
| 8001 | TEMPORARY SIGNAL Temporary Traffic Signal Pole | 09894 | 0.000 |
2.000 |
$1,913.320 |
EACH | 0.0 |
| 8002 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
17.000 |
$10.000 |
EACH | 0.0 |
| 8003 | EW~ Barrier Wall Back-up Angles-Phase I | 10090NX | 0.000 |
1.000 |
$2,815.310 |
LS | 0.0 |
| 8004 | FLOWABLE FILL Roadway | 02220M | 0.000 |
180.000 |
$134.820 |
CU M | 0.0 |
| 8005 | CHANNEL LINING CLASS II | 02483M | 0.000 |
450.000 |
$23.000 |
MTON | 0.0 |
| 8010 | CL3 ASPH BASE 25.0D PG76-22 | 00216M | 0.000 |
6,000.000 |
$52.150 |
MTON | 0.0 |
| 8011 | CL3 ASPH SURF 12.5C PG76-22 | 00320M | 0.000 |
2,849.000 |
$65.500 |
MTON | 0.0 |
| 8027 | LEVELING & WEDGING PG70-22 Leveling & Wedging PG76-22 | 09626M01 | 0.000 |
1,571.000 |
$57.950 |
MTON | 0.0 |
| 8028 | EW~ Underdrain | 10099EX | 0.000 |
216.000 |
$91.890 |
M | 0.0 |
| 8029 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 0.000 |
1.000 |
$720.000 |
EACH | 0.0 |
| 8030 | DROP BOX INLET TYPE 1 | 01490 | 0.000 |
1.000 |
$1,482.680 |
EACH | 0.0 |
| 8031 | EW~ Dur-Ty 1-Curve Arrow | 10094NX | 0.000 |
2.000 |
$180.000 |
EACH | 0.0 |
| 8032 | PAVE STRIPING-DUR TY 1-100MM W | 06554M | 0.000 |
310.976 |
$12.140 |
M | 0.0 |
| 8033 | PAVE STRIPING-DUR TY 1-100MM Y | 06555M | 0.000 |
140.244 |
$12.140 |
M | 0.0 |
| 8034 | REMOVE & RESET GUARDRAIL | 02383M | 0.000 |
45.750 |
$40.000 |
M | 0.0 |
| 8035 | GUARDRAIL END TREATMENT TYPE 1 Remove and Reset Type 1 End Treatment | 02367 | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8036 | STAKING | 02726 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8037 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8038 | PAVE STRIPING REMOVAL-100 MM | 06530M | 0.000 |
100.000 |
$1.500 |
M | 0.0 |
| 8039 | EW~ COST PLUS INTINAL TRAFFIC SIGNAL RELOCATION | 10098NX | 0.000 |
18,000.000 |
$1.000 |
DOLL | 0.0 |
| 8040 | MOBILIZATION OLD OXFORD ROAD TURNING LANE | 02568 | 0.000 |
1.000 |
$18,280.000 |
LS | 0.0 |
| 8042 | EW~ Remove Shoulder/Old Oxford Turning Ln. | 10090NX | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
Category Total $3,013,539.50 |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0108 | STRUCTURE GRANULAR BACKFILL | 02231M | 267.600 |
267.600 |
$40.000 |
CU M | 0.2 |
| 0109 | REMOVE CONCRETE MASONRY | 02403M | 24.500 |
24.500 |
$600.000 |
CU M | 0.3 |
| 0110 | MASONRY COATING | 02998M | 1,104.000 |
1,104.000 |
$12.000 |
SQ M | 0.3 |
| 0111 | CONCRETE-CLASS A | 08100M | 238.100 |
238.100 |
$450.000 |
CU M | 2.2 |
| 0112 | CONCRETE-CLASS AA | 08104M | 634.300 |
634.300 |
$470.000 |
CU M | 6.2 |
| 0113 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 556.000 |
556.000 |
$18.000 |
MTON | 0.2 |
| 0114 | PILES-STEEL HP310X79 | 08046M | 464.000 |
464.000 |
$75.000 |
M | 0.7 |
| 0115 | PILE POINTS-12 INCH | 08094 | 40.000 |
40.000 |
$100.000 |
EACH | 0.1 |
| 0116 | TEST PILES | 08033M | 25.000 |
25.000 |
$175.000 |
M | 0.1 |
| 0117 | STEEL REINF-EPOXY COATED | 08151M | 109,362.000 |
109,362.000 |
$1.250 |
KG | 2.8 |
| 0118 | STEEL REINFORCEMENT | 08150M | 10,557.000 |
10,557.000 |
$1.150 |
KG | 0.3 |
| 0119 | PRECAST PC I BEAM TYPE 5 | 08636M | 843.700 |
843.700 |
$512.000 |
M | 9.0 |
| 0120 | CONDUIT-75 MM | 04797M | 141.700 |
141.700 |
$30.000 |
M | 0.1 |
| 0121 | STRUCTURAL STEEL | 08160 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.2 |
| 0122 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
| 0123 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$110,000.000 |
LS | 2.3 |
| 8006 | MECHANICAL REINFORCED COUPLER #16 | 73023 | 0.000 |
18.000 |
$32.000 |
EACH | 0.0 |
| 8007 | MECHANICAL REINFORCED COUPLER #29 | 73033 | 0.000 |
10.000 |
$66.000 |
EACH | 0.0 |
| 8008 | MECHANICAL REINFORCED COUPLER #5 EPOXY | 73003 | 0.000 |
12.000 |
$32.000 |
EACH | 0.0 |
| 8009 | MECHANICAL REINFORCED COUPLER Mechanical Reinforced Coupler #25 | 07316M02 | 0.000 |
18.000 |
$55.000 |
EACH | 0.0 |
| 8025 | TIE-IN 200 MM | 03468M | 0.000 |
1.000 |
$1,375.000 |
EACH | 0.0 |
Category Total $1,222,169.45 |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0005 | CATEGORY Description | SEWER | CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0124 | CREEK CROSSING & CONC ENCAS | 20243MD | 2.000 |
2.000 |
$140.000 |
M | 0.0 |
| 0125 | FINAL CLEANUP & RESTORATION | 09333M03 | 285.000 |
285.000 |
$15.000 |
M | 0.1 |
| 0126 | SEWER PIPE-250 MM | 01053M | 259.230 |
259.230 |
$230.000 |
M | 1.2 |
| 0127 | SEWER PIPE-200 MM | 01052M | 6.190 |
6.190 |
$220.000 |
M | 0.0 |
| 0128 | SEWER PIPE-150 MM | 01051M | 58.440 |
58.440 |
$130.000 |
M | 0.2 |
| 0129 | STEEL ENCASEMENT PIPE-450 MM | 01075M | 38.000 |
39.500 |
$1,125.000 |
M | 0.9 |
| 0130 | SANITARY SEWER MANHOLE | 01799 | 4.000 |
4.000 |
$1,750.000 |
EACH | 0.1 |
| 0131 | DROP MANHOLE | 09064 | 1.000 |
1.000 |
$2,250.000 |
EACH | 0.0 |
| 0132 | VERTICAL MANHOLE EXTENSION ` | 09334M03 | 2.410 |
2.410 |
$425.000 |
M | 0.0 |
| 0133 | CONNECT TO EXIST MANHOLE | 09335 | 2.000 |
2.000 |
$850.000 |
EACH | 0.0 |
| 0134 | CLEANOUT | 09073 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0135 | PLUG SANITARY SEWER | 09336 | 1.000 |
1.000 |
$525.000 |
EACH | 0.0 |
| 0136 | TIE-IN 6 INCH | 03466 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0137 | FILL AND CAP MANHOLE | 01786 | 1.000 |
1.000 |
$925.000 |
EACH | 0.0 |
| 0138 | CRUSHED STONE BASE BACKFILL | 00003M | 221.000 |
236.240 |
$75.000 |
MTON | 0.3 |
| 0139 | ASPH PAVE REPL W/CONC BASE | 09338M03 | 560.000 |
585.000 |
$40.000 |
SQ M | 0.5 |
| 8012 | SEWER PIPE-200 MM Special | 01052M | 0.000 |
91.500 |
$378.840 |
M | 0.0 |
| 8013 | SEWER PIPE-100 MM Special | 01050M | 0.000 |
2.000 |
$162.360 |
M | 0.0 |
| 8014 | MANHOLE TYPE A | 01756 | 0.000 |
2.000 |
$2,832.500 |
EACH | 0.0 |
| 8015 | MANHOLE TYPE B | 01761 | 0.000 |
1.000 |
$4,812.500 |
EACH | 0.0 |
| 8016 | REMOVE MANHOLE | 01787 | 0.000 |
2.000 |
$1,127.500 |
EACH | 0.0 |
| 8017 | CONCRETE CAP | 02556M | 0.000 |
1.000 |
$1,980.000 |
CU M | 0.0 |
| 8018 | EW~ Interior Drop Bowl Assy. | 10094NX | 0.000 |
2.000 |
$852.500 |
EACH | 0.0 |
| 8019 | TEE 100 mm x 200 mm Tee D.I.M.J. | 20125EC | 0.000 |
1.000 |
$539.000 |
EACH | 0.0 |
| 8020 | TIE-IN 200 MM | 03468M | 0.000 |
0.000 |
$1,375.000 |
EACH | 0.0 |
| 8021 | EW~ Lower existing sewer-200 mm | 10094NX | 0.000 |
1.000 |
$715.520 |
EACH | 0.0 |
| 8022 | EW~ Video Inspection | 10090NX | 0.000 |
1.000 |
$1,650.000 |
LS | 0.0 |
| 8023 | MOBILIZATION | 02568 | 0.000 |
0.000 |
$1,375.000 |
LS | 0.0 |
| 8024 | EW~ Surveying-extra work | 10090NX | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8026 | MOBILIZATION SEWER | 02568 | 0.000 |
1.000 |
$1,375.000 |
LS | 0.0 |
Category Total $169,836.15 |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0007 | CATEGORY Description | SIGNING | CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0140 | GMSS GALV STEEL TYPE B | 06440M | 1,114.000 |
1,114.000 |
$3.350 |
KG | 0.1 |
| 0141 | CLASS A CONCRETE FOR SIGNS | 06490M | 3.330 |
3.330 |
$465.000 |
CU M | 0.0 |
| 0142 | SBM ALUMINUM PANEL SIGNS | 06405M | 12.000 |
12.000 |
$201.600 |
SQ M | 0.1 |
| 0143 | SBM ALUM SHEET SIGNS 2 MM | 06406M | 45.200 |
45.200 |
$137.300 |
SQ M | 0.1 |
| 0144 | SBM ALUM SHEET SIGNS 3 MM | 06407M | 21.150 |
21.150 |
$151.300 |
SQ M | 0.1 |
| 0145 | STEEL POST TYPE 2 | 06411M | 349.470 |
349.470 |
$13.600 |
M | 0.1 |
Category Total $21,858.29 |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0009 | CATEGORY Description | LIGHTING | CPES SUBSECTION I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0146 | POLE 100 FT MTG HT HIGH MAST | 04712 | 3.000 |
3.000 |
$13,000.000 |
EACH | 0.8 |
| 0147 | POLE 120 FT MTG HT HIGH MAST | 04714 | 3.000 |
3.000 |
$14,000.000 |
EACH | 0.9 |
| 0148 | POLE BASE-HIGH MAST | 04742 | 6.000 |
6.000 |
$4,800.000 |
EACH | 0.6 |
| 0149 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 2.000 |
2.000 |
$5,200.000 |
EACH | 0.2 |
| 0150 | HPS LUMINAIRE HIGH MAST | 04773 | 29.000 |
29.000 |
$610.000 |
EACH | 0.4 |
| 0151 | MARKER | 04800 | 5.000 |
5.000 |
$11.000 |
EACH | 0.0 |
| 0152 | JUNCTION BOX TYPE B | 04811 | 11.000 |
11.000 |
$300.000 |
EACH | 0.1 |
| 0153 | TRENCHING AND BACKFILLING | 04820M | 936.000 |
936.000 |
$4.900 |
M | 0.1 |
| 0154 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$1,350.000 |
LS | 0.0 |
| 0155 | CONDUIT-50 MM | 04795M | 120.000 |
120.000 |
$11.600 |
M | 0.0 |
| 0156 | CONDUIT-88 MM | 04798M | 220.000 |
220.000 |
$27.000 |
M | 0.1 |
| 0157 | CABLE-NO. 8/3C DUCTED | 04860M | 1,100.000 |
1,100.000 |
$4.800 |
M | 0.1 |
| 0158 | CABLE-NO. 6/3C DUCTED | 04861M | 700.000 |
700.000 |
$4.900 |
M | 0.1 |
| 8041 | JUNCTION BOX TYPE A | 20391MS835 | 0.000 |
8.000 |
$420.000 |
EACH | 0.0 |
Category Total $163,223.40 |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0011 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION K |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0159 | LOOP SAW SLOT AND FILL | 04895M | 529.000 |
529.000 |
$18.000 |
M | 0.2 |
| 0160 | CONDUIT-31 MM | 04793M | 141.000 |
141.000 |
$7.600 |
M | 0.0 |
| 0161 | CONDUIT-50 MM | 04795M | 40.000 |
40.000 |
$11.600 |
M | 0.0 |
| 0162 | LOOP WIRE | 04830M | 1,441.000 |
1,441.000 |
$0.800 |
M | 0.0 |
| 0163 | CABLE-NO. 14/5C | 04844M | 679.000 |
679.000 |
$1.700 |
M | 0.0 |
| 0164 | CABLE-NO. 14/7C | 04845M | 257.000 |
257.000 |
$2.050 |
M | 0.0 |
| 0165 | CABLE-NO. 14/1 PAIR | 04850M | 1,736.000 |
1,736.000 |
$1.800 |
M | 0.1 |
| 0166 | SIGNAL PEDESTAL | 04882 | 3.000 |
3.000 |
$520.000 |
EACH | 0.0 |
| 0167 | MESSENGER-48.0 KN | 04885M | 321.000 |
321.000 |
$10.000 |
M | 0.1 |
| 0168 | JUNCTION BOX TYPE B | 04811 | 13.000 |
13.000 |
$300.000 |
EACH | 0.1 |
| 0169 | TRENCHING AND BACKFILLING | 04820M | 191.000 |
191.000 |
$5.000 |
M | 0.0 |
| 0170 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$185.000 |
EACH | 0.0 |
| 0171 | SIGNAL-3 SECTION 12 INCH | 04912 | 11.000 |
11.000 |
$410.000 |
EACH | 0.1 |
| 0172 | SIGNAL-5 SECTION 12 INCH | 04914 | 5.000 |
5.000 |
$620.000 |
EACH | 0.1 |
| 0173 | SIGNAL-PEDESTRIAN | 04916 | 8.000 |
8.000 |
$420.000 |
EACH | 0.1 |
| 0174 | REMOVE SIGNAL EQUIPMENT | 04950 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0175 | INSTALL CONTROLLER TYPE 170 | 04931 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.1 |
| 0176 | INSTALL STEEL STRAIN POLE | 04932 | 8.000 |
8.000 |
$2,000.000 |
EACH | 0.3 |
| 0177 | INSTALL COORDINATING UNIT | 91502NC | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0178 | TEMP RELOCATION OF SIGNAL HEAD | 09694 | 24.000 |
24.000 |
$225.000 |
EACH | 0.1 |
| 0179 | INSTALL TEMP VIDEO CAMERA | 93312N | 7.000 |
8.000 |
$1,800.000 |
EACH | 0.3 |
Category Total $79,091.35 |
| SM- Project | X105046005001 | CATEGORY NUMBER | 0013 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION M |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0180 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$62,000.000 |
LS | 1.3 |
| 0181 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$70,045.980 |
LS | 1.5 |
Category Total $132,045.98 |