|
Item List 010764 |
Date:06/01/2018 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010764 | Primary Project Number | X005006805001 |
| Contract Description | GLASGOW OUTER LOOP (US68) | ||
| Primary County | BARREN | Fed/St Number | FD04 005 0068 010-013 |
| Vendor ID | 01116 | Vendor Name | LARRY GLASS CONSTRUCTION COMPANY INC |
| Bid Amount | $ 10,203,409.55 | ||
| SM- Project | X005006805001 |
| Fed/State Number | FD04 005 0068 010-013 |
| Project Description | GLASGOW OUTER LOOP (US68) |
| *********** |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | EAST BOUND STA 1777+61.80 / CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0110 | STRUCTURE GRANULAR BACKFILL | 02231M | 79.200 |
79.200 |
$39.000 |
CU M | 0.0 |
| 0111 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 81.800 |
139.900 |
$150.000 |
CU M | 0.1 |
| 0112 | MASONRY COATING | 02998M | 2,355.000 |
2,355.000 |
$6.500 |
SQ M | 0.2 |
| 0113 | CONCRETE-CLASS A | 08100M | 466.100 |
466.100 |
$360.000 |
CU M | 1.6 |
| 0114 | CONCRETE-CLASS AAA | 08105M | 631.700 |
0.000 |
$360.000 |
CU M | 2.2 |
| 0115 | CYCLOPEAN STONE RIP RAP | 08019M | 354.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 0116 | PILES-STEEL HP310X79 | 08046M | 39.000 |
39.000 |
$97.000 |
M | 0.0 |
| 0117 | PILES-STEEL HP360X108 | 08050M | 73.000 |
73.000 |
$95.000 |
M | 0.1 |
| 0118 | TEST PILES | 08033M | 18.000 |
18.000 |
$97.000 |
M | 0.0 |
| 0119 | STEEL REINF-EPOXY COATED | 08151M | 91,796.000 |
91,796.000 |
$1.200 |
KG | 1.1 |
| 0120 | STEEL REINFORCEMENT | 08150M | 49,370.000 |
49,370.000 |
$1.060 |
KG | 0.5 |
| 0121 | PRECAST PC I BEAM TYPE 4 | 08634M | 748.300 |
748.300 |
$320.000 |
M | 2.3 |
| 0122 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 0123 | PILE POINTS-14 INCH | 08095 | 9.000 |
9.000 |
$90.000 |
EACH | 0.0 |
| 0124 | STRUCTURAL STEEL (1777+61.80) EASTBOUND | 08160 | 1.000 |
1.000 |
$35,250.000 |
LS | 0.3 |
| 0125 | FOUNDATION PREPARATION (1777+61.80) EASTBOUND | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 8072 | CONCRETE-CLASS AAA | 08105M | 0.000 |
631.700 |
$381.000 |
CU M | 0.0 |
Category Total $893,270.86 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | WEST BOUND STAT 1777+61.80 / CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0126 | STRUCTURE GRANULAR BACKFILL | 02231M | 79.200 |
79.200 |
$39.000 |
CU M | 0.0 |
| 0127 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 81.800 |
239.200 |
$150.000 |
CU M | 0.1 |
| 0128 | MASONRY COATING | 02998M | 2,344.000 |
2,344.000 |
$6.500 |
SQ M | 0.1 |
| 0129 | CONCRETE-CLASS A | 08100M | 482.700 |
482.700 |
$360.000 |
CU M | 1.7 |
| 0130 | CONCRETE-CLASS AAA | 08105M | 628.000 |
0.000 |
$360.000 |
CU M | 2.2 |
| 0131 | CYCLOPEAN STONE RIP RAP | 08019M | 354.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 0132 | PILES-STEEL HP310X79 | 08046M | 38.000 |
38.000 |
$97.000 |
M | 0.0 |
| 0133 | PILES-STEEL HP360X108 | 08050M | 73.000 |
73.000 |
$95.000 |
M | 0.1 |
| 0134 | TEST PILES | 08033M | 18.000 |
18.000 |
$97.000 |
M | 0.0 |
| 0135 | STEEL REINF-EPOXY COATED | 08151M | 91,348.000 |
91,348.000 |
$1.200 |
KG | 1.1 |
| 0136 | STEEL REINFORCEMENT | 08150M | 51,290.000 |
51,290.000 |
$1.060 |
KG | 0.5 |
| 0137 | PRECAST PC I BEAM TYPE 4 | 08634M | 743.700 |
743.700 |
$320.000 |
M | 2.3 |
| 0138 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 0139 | PILE POINTS-14 INCH | 08095 | 9.000 |
9.000 |
$90.000 |
EACH | 0.0 |
| 0140 | STRUCTURAL STEEL (1777+61.80) WESTBOUND | 08160 | 1.000 |
1.000 |
$35,250.000 |
LS | 0.3 |
| 0141 | FOUNDATION PREPARATION (1777+61.80)WESTBOUND | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 8073 | CONCRETE-CLASS AAA | 08105M | 0.000 |
628.000 |
$381.000 |
CU M | 0.0 |
| 8082 | MASS CONCRETE | 10040MS | 0.000 |
42.080 |
$166.480 |
CU M | 0.0 |
Category Total $897,771.96 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | EAST BOUND STA 1800+29.16 / CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0142 | STRUCTURE GRANULAR BACKFILL | 02231M | 263.100 |
263.100 |
$39.000 |
CU M | 0.1 |
| 0143 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 96.800 |
297.500 |
$150.000 |
CU M | 0.1 |
| 0144 | MASONRY COATING | 02998M | 1,514.000 |
1,514.000 |
$6.500 |
SQ M | 0.1 |
| 0145 | CONCRETE-CLASS A | 08100M | 455.400 |
455.400 |
$360.000 |
CU M | 1.6 |
| 0146 | CONCRETE-CLASS AAA | 08105M | 372.500 |
0.000 |
$360.000 |
CU M | 1.3 |
| 0147 | CYCLOPEAN STONE RIP RAP | 08019M | 700.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 0148 | PILES-STEEL HP310X79 | 08046M | 54.000 |
54.000 |
$97.000 |
M | 0.1 |
| 0149 | TEST PILES | 08033M | 8.000 |
8.000 |
$97.000 |
M | 0.0 |
| 0150 | STEEL REINF-EPOXY COATED | 08151M | 51,720.000 |
51,720.000 |
$1.200 |
KG | 0.6 |
| 0151 | STEEL REINFORCEMENT | 08150M | 42,804.000 |
42,804.000 |
$1.060 |
KG | 0.4 |
| 0152 | PRECAST PC I BEAM TYPE 3 | 08633M | 441.600 |
441.600 |
$305.000 |
M | 1.3 |
| 0153 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 0154 | STRUCTURAL STEEL (1800+29.16) EASTBOUND | 08160 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0155 | FOUNDATION PREPARATION (1800+29.16) EASTBOUND | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8074 | CONCRETE-CLASS AAA | 08105M | 0.000 |
372.500 |
$381.000 |
CU M | 0.0 |
| 8083 | MASS CONCRETE | 10040MS | 0.000 |
67.560 |
$166.480 |
CU M | 0.0 |
Category Total $616,802.14 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | WEST BOUND STA 1800+29.16 / CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0156 | STRUCTURE GRANULAR BACKFILL | 02231M | 273.000 |
273.000 |
$39.000 |
CU M | 0.1 |
| 0157 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 96.800 |
269.900 |
$150.000 |
CU M | 0.1 |
| 0158 | MASONRY COATING | 02998M | 1,510.000 |
1,510.000 |
$6.500 |
SQ M | 0.1 |
| 0159 | CONCRETE-CLASS A | 08100M | 476.300 |
476.300 |
$360.000 |
CU M | 1.7 |
| 0160 | CONCRETE-CLASS AAA | 08105M | 371.400 |
0.000 |
$360.000 |
CU M | 1.3 |
| 0161 | CYCLOPEAN STONE RIP RAP | 08019M | 700.000 |
0.000 |
$17.540 |
MTON | 0.1 |
| 0162 | PILES-STEEL HP310X79 | 08046M | 69.000 |
69.000 |
$97.000 |
M | 0.1 |
| 0163 | TEST PILES | 08033M | 10.000 |
10.000 |
$97.000 |
M | 0.0 |
| 0164 | STEEL REINF-EPOXY COATED | 08151M | 51,538.000 |
51,538.000 |
$1.200 |
KG | 0.6 |
| 0165 | STEEL REINFORCEMENT | 08150M | 41,674.000 |
41,674.000 |
$1.060 |
KG | 0.4 |
| 0166 | PRECAST PC I BEAM TYPE 3 | 08633M | 440.100 |
440.100 |
$305.000 |
M | 1.3 |
| 0167 | PILE POINTS-12 INCH | 08094 | 9.000 |
9.000 |
$80.000 |
EACH | 0.0 |
| 0168 | STRUCTURAL STEEL (1800+29.16) WESTBOUND | 08160 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0169 | FOUNDATION PREPARATION (1800+29.16) WESTBOUND | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8075 | CONCRETE-CLASS AAA | 08105M | 0.000 |
371.400 |
$381.000 |
CU M | 0.0 |
Category Total $624,065.54 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION F |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0170 | STEEL STRAIN POLE | 04880 | 8.000 |
8.000 |
$4,000.000 |
EACH | 0.3 |
| 0171 | MESSENGER-48.0 KN | 04885M | 342.000 |
342.000 |
$5.000 |
M | 0.0 |
| 0172 | JUNCTION BOX TYPE B | 04811 | 12.000 |
20.000 |
$400.000 |
EACH | 0.0 |
| 0173 | TRENCHING AND BACKFILLING | 04820M | 255.000 |
555.000 |
$6.000 |
M | 0.0 |
| 0174 | LOOP SAW SLOT AND FILL | 04895M | 600.000 |
1,006.000 |
$15.000 |
M | 0.1 |
| 0175 | SIGNAL-3 SECTION 12 INCH | 04912 | 14.000 |
16.000 |
$400.000 |
EACH | 0.1 |
| 0176 | SIGNAL CONTROLLER-TYPE 170 | 04920 | 2.000 |
2.000 |
$8,500.000 |
EACH | 0.2 |
| 0177 | CONDUIT-31 MM | 04793M | 55.000 |
191.000 |
$6.000 |
M | 0.0 |
| 0178 | CONDUIT-50 MM | 04795M | 290.000 |
448.000 |
$8.000 |
M | 0.0 |
| 0179 | LOOP WIRE | 04830M | 1,530.000 |
2,518.000 |
$1.000 |
M | 0.0 |
| 0180 | CABLE-NO. 14/5C | 04844M | 420.000 |
420.000 |
$2.000 |
M | 0.0 |
| 0181 | CABLE-NO. 14/1 PAIR | 04850M | 1,620.000 |
3,664.000 |
$2.000 |
M | 0.0 |
| 8085 | CABLE-NO. 14/7C Cable-No. 12/7C | 04845M | 0.000 |
242.000 |
$3.250 |
M | 0.0 |
Category Total $79,900.00 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION | CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0182 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$209,000.000 |
LS | 2.0 |
| 0183 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$155,000.000 |
LS | 1.5 |
Category Total $364,000.00 |
| SM- Project | X005006805001 | 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 | STRUCTURE EXCAVATION-COMMON | 08001M | 676.000 |
497.000 |
$22.000 |
CU M | 0.1 |
| 0002 | CONCRETE-CLASS A | 08100M | 868.600 |
368.200 |
$360.000 |
CU M | 3.1 |
| 0003 | STEEL REINFORCEMENT | 08150M | 80,526.000 |
43,794.000 |
$1.060 |
KG | 0.8 |
| 0004 | ROADWAY EXCAVATION | 02200M | 441,463.000 |
490,643.000 |
$3.100 |
CU M | 13.4 |
| 0005 | GRANULAR EMBANKMENT | 02223M | 5,142.000 |
5,142.000 |
$16.500 |
CU M | 0.8 |
| 0006 | WATER | 02242M | 200.000 |
200.000 |
$1.000 |
CU M | 0.0 |
| 0007 | CONCRETE-CLASS A | 08100M | 43.330 |
52.090 |
$700.000 |
CU M | 0.3 |
| 0008 | STEEL REINFORCEMENT | 08150M | 1,619.000 |
1,803.700 |
$1.700 |
KG | 0.0 |
| 0009 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 3,432.810 |
3,522.810 |
$34.000 |
M | 1.1 |
| 0010 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | 125.730 |
125.730 |
$50.000 |
M | 0.1 |
| 0011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 20.000 |
15.000 |
$50.000 |
EACH | 0.0 |
| 0012 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 7.000 |
8.000 |
$450.000 |
EACH | 0.0 |
| 0013 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 6.000 |
6.000 |
$700.000 |
EACH | 0.0 |
| 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 9.000 |
9.000 |
$1,500.000 |
EACH | 0.1 |
| 0015 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 11.000 |
7.000 |
$550.000 |
EACH | 0.1 |
| 0016 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
13.000 |
$550.000 |
EACH | 0.0 |
| 0017 | TEMPORARY GUARDRAIL | 02397M | 613.410 |
0.000 |
$23.000 |
M | 0.1 |
| 0018 | REMOVE GUARDRAIL | 02381M | 948.690 |
487.680 |
$4.000 |
M | 0.0 |
| 0019 | CRASH CUSHION TYPE IX-A | 02365 | 3.000 |
3.000 |
$4,500.000 |
EACH | 0.1 |
| 0020 | AMERICAN ELM | 09210 | 1.000 |
1.000 |
$27,500.000 |
EACH | 0.3 |
| 0021 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 5,194.000 |
3,620.000 |
$0.660 |
M | 0.0 |
| 0022 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 24,660.000 |
24,660.000 |
$0.540 |
M | 0.1 |
| 0023 | PAVE STRIPING-PERM PAINT-300MM | 06517M | 4,611.000 |
0.000 |
$0.810 |
M | 0.0 |
| 0024 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 162.000 |
162.000 |
$13.770 |
M | 0.0 |
| 0025 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 538.000 |
538.000 |
$13.740 |
SQ M | 0.1 |
| 0026 | PAVEMENT MARKER TYPE V-MW | 06589 | 184.000 |
184.000 |
$22.930 |
EACH | 0.0 |
| 0027 | PAVEMENT MARKER TYPE V-BY | 06591 | 248.000 |
86.000 |
$24.160 |
EACH | 0.1 |
| 0028 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 346.000 |
346.000 |
$24.160 |
EACH | 0.1 |
| 0029 | SIGNS | 02562M | 39.640 |
7.140 |
$50.000 |
SQ M | 0.0 |
| 0030 | BARRICADE-TYPE III | 02014 | 3.000 |
-2.000 |
$50.000 |
EACH | 0.0 |
| 0031 | CHANNELIZATION DRUM | 09652N01 | 54.000 |
24.000 |
$100.000 |
EACH | 0.1 |
| 0032 | REMOVE PAVEMENT | 02091M | 1,355.000 |
1,355.000 |
$2.500 |
SQ M | 0.0 |
| 0033 | CULVERT PIPE-375 MM | 00461M | 491.000 |
497.600 |
$97.000 |
M | 0.5 |
| 0034 | CULVERT PIPE-450 MM | 00462M | 127.500 |
118.200 |
$90.000 |
M | 0.1 |
| 0035 | CULVERT PIPE-600 MM | 00464M | 148.100 |
170.500 |
$140.000 |
M | 0.2 |
| 0036 | CULVERT PIPE-750 MM | 00466M | 276.300 |
276.300 |
$193.000 |
M | 0.5 |
| 0037 | CULVERT PIPE-1200 MM | 00470M | 319.500 |
327.500 |
$217.900 |
M | 0.7 |
| 0038 | CULVERT PIPE-1800 MM | 00474M | 90.000 |
0.000 |
$504.210 |
M | 0.4 |
| 0039 | CULVERT PIPE-375 MM EQUIV | 00490M | 39.600 |
39.600 |
$100.000 |
M | 0.0 |
| 0040 | CULVERT PIPE-900 MM EQUIV | 00496M | 15.000 |
15.000 |
$152.800 |
M | 0.0 |
| 0041 | CULVERT PIPE-1200 MM EQUIV | 00499M | 18.000 |
36.000 |
$255.600 |
M | 0.0 |
| 0042 | STEEL PIPE-63 MM | 03340M | 35.200 |
35.200 |
$50.000 |
M | 0.0 |
| 0043 | STEEL PIPE-100 MM | 03343M | 35.200 |
35.200 |
$85.000 |
M | 0.0 |
| 0044 | ENTRANCE PIPE-375 MM | 00440M | 43.500 |
73.500 |
$90.000 |
M | 0.0 |
| 0045 | ENTRANCE PIPE-450 MM | 00441M | 40.200 |
40.200 |
$87.000 |
M | 0.0 |
| 0046 | ENTRANCE PIPE-600 MM | 00443M | 2.100 |
2.100 |
$103.000 |
M | 0.0 |
| 0047 | ENTRANCE PIPE-750 MM | 00445M | 11.500 |
11.500 |
$150.000 |
M | 0.0 |
| 0048 | PERFORATED PIPE-100 MM | 01000M | 384.000 |
384.000 |
$15.580 |
M | 0.1 |
| 0049 | NON-PERFORATED PIPE-100 MM | 01010M | 36.000 |
36.000 |
$17.000 |
M | 0.0 |
| 0050 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$520.000 |
EACH | 0.0 |
| 0051 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 12.000 |
12.000 |
$520.000 |
EACH | 0.1 |
| 0052 | CURB BOX INLET TYPE B | 01480 | 7.000 |
7.000 |
$2,725.000 |
EACH | 0.2 |
| 0053 | CONC MED BARR BOX INLET TY 14B1 | 01616 | 1.000 |
1.000 |
$2,600.000 |
EACH | 0.0 |
| 0054 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 0055 | DROP BOX INLET TYPE 2 | 01493 | 2.000 |
1.000 |
$3,500.000 |
EACH | 0.1 |
| 0056 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$2,050.000 |
EACH | 0.0 |
| 0057 | DROP BOX INLET TYPE 5B | 01505 | 3.000 |
4.000 |
$2,450.000 |
EACH | 0.1 |
| 0058 | DROP BOX INLET TYPE 5D | 01511 | 2.000 |
3.000 |
$2,460.000 |
EACH | 0.0 |
| 0059 | DROP BOX INLET TYPE 5F | 01517 | 8.000 |
8.000 |
$2,680.000 |
EACH | 0.2 |
| 0060 | SLOPED BOX INLET-OUTLET TYPE 2 | 01441 | 2.000 |
2.000 |
$1,780.000 |
EACH | 0.0 |
| 0061 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 7.000 |
9.000 |
$1,400.000 |
EACH | 0.1 |
| 0062 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0063 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
3.000 |
$2,200.000 |
EACH | 0.0 |
| 0064 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 5.000 |
5.000 |
$3,200.000 |
EACH | 0.2 |
| 0065 | METAL END SECTION TY 3-30 INCH | 01394 | 1.000 |
3.000 |
$1,571.000 |
EACH | 0.0 |
| 0066 | METAL END SECTION TY 3-48 INCH | 01397 | 6.000 |
7.000 |
$3,100.000 |
EACH | 0.2 |
| 0067 | SEEDING AND PROTECTION | 05985M | 239,362.000 |
233,768.000 |
$0.320 |
SQ M | 0.8 |
| 0068 | TEMP SEEDING AND PROTECTION | 05953M | 25,849.000 |
25,273.000 |
$0.330 |
SQ M | 0.1 |
| 0069 | SPECIAL SEEDING CROWN VETCH | 05989M | 23,342.000 |
23,342.000 |
$0.400 |
SQ M | 0.1 |
| 0070 | TOPDRESSING FERTILIZER | 05966M | 1.450 |
1.420 |
$450.000 |
MTON | 0.0 |
| 0071 | EROSION CONTROL BLANKET | 05950M | 18,375.000 |
38,213.000 |
$1.600 |
SQ M | 0.3 |
| 0072 | SILT TRAP TYPE B | 02704 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 0073 | CLEAN SILT TRAP TYPE B | 02707 | 18.000 |
18.000 |
$45.000 |
EACH | 0.0 |
| 0074 | SILT CHECK | 02705 | 125.000 |
123.000 |
$60.000 |
EACH | 0.1 |
| 0075 | CLEAN SILT CHECK | 02708 | 371.000 |
369.000 |
$5.000 |
EACH | 0.0 |
| 0076 | TEMPORARY SILT FENCE | 02701M | 926.000 |
926.000 |
$26.600 |
M | 0.2 |
| 0077 | CLEAN TEMPORARY SILT FENCE | 02709M | 1,852.000 |
1,852.000 |
$0.250 |
M | 0.0 |
| 0078 | SETTLEMENT PLATFORM | 02692 | 8.000 |
8.000 |
$1,800.000 |
EACH | 0.1 |
| 0079 | CHANNEL LINING CLASS II | 02483M | 3,288.000 |
1,456.000 |
$18.000 |
MTON | 0.6 |
| 0080 | CHANNEL LINING CLASS III | 02484M | 11,425.000 |
5,743.000 |
$18.000 |
MTON | 2.0 |
| 0081 | FABRIC-GEOTEXTILE TYPE I | 02596M | 1,685.000 |
510.000 |
$3.000 |
SQ M | 0.0 |
| 0082 | R/W MARKER RURAL TYPE 1 | 02434 | 24.000 |
24.000 |
$60.000 |
EACH | 0.0 |
| 0083 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 8,095.740 |
8,095.740 |
$13.000 |
M | 1.0 |
| 0084 | CONC MEDIAN BARRIER TYPE 350C1 | 01988M | 27.100 |
27.100 |
$170.000 |
M | 0.0 |
| 0085 | ASPHALT WEDGE CURB | 01897M | 69.000 |
69.000 |
$12.000 |
M | 0.0 |
| 0086 | CRUSHED STONE BASE | 00003M | 61,489.000 |
68,274.000 |
$11.200 |
MTON | 6.7 |
| 0087 | D G A BASE | 00001M | 17,495.000 |
12,768.010 |
$12.790 |
MTON | 2.2 |
| 0088 | TRAFFIC BOUND BASE | 00020M | 95.000 |
95.000 |
$15.000 |
MTON | 0.0 |
| 0089 | LEVELING & WEDGING PG64-22 | 00190M | 192.000 |
192.000 |
$35.000 |
MTON | 0.1 |
| 0090 | ASPHALT CURING SEAL | 00358M | 63.000 |
63.000 |
$350.000 |
MTON | 0.2 |
| 0091 | EMULSIFIED ASPHALT RS-2 | 00291M | 29.000 |
29.000 |
$350.000 |
MTON | 0.1 |
| 0092 | ASPHALT SEAL AGGREGATE | 00100M | 236.000 |
236.000 |
$22.000 |
MTON | 0.1 |
| 0093 | LIME STABILIZED ROADBED | 00013M | 57,204.000 |
57,204.000 |
$1.900 |
SQ M | 1.1 |
| 0094 | LIME | 00014M | 1,145.000 |
1,145.000 |
$94.000 |
MTON | 1.1 |
| 0095 | SAND FOR BLOTTER | 02702M | 155.000 |
155.000 |
$13.200 |
MTON | 0.0 |
| 0096 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 5,917.000 |
6,652.000 |
$30.900 |
MTON | 1.8 |
| 0097 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 46,103.000 |
50,328.000 |
$27.560 |
MTON | 12.5 |
| 0098 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 5,228.000 |
2,615.010 |
$33.000 |
MTON | 1.7 |
| 0099 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 2,968.000 |
2,968.000 |
$32.000 |
MTON | 0.9 |
| 0100 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 1,371.000 |
921.910 |
$38.570 |
MTON | 0.5 |
| 0101 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 586.000 |
586.000 |
$39.680 |
MTON | 0.2 |
| 0102 | CL2 ASPH SURF 9.50B PG64-22 | 00307M | 323.000 |
403.000 |
$37.470 |
MTON | 0.1 |
| 0103 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 2,228.000 |
2,303.000 |
$38.000 |
MTON | 0.8 |
| 0104 | CL3 ASPH SURF 12.5B PG64-22 | 00324M | 6,647.000 |
7,357.000 |
$33.000 |
MTON | 2.1 |
| 0105 | CLEARING AND GRUBBING (35.2) | 02545 | 1.000 |
1.000 |
$87,000.000 |
LS | 0.9 |
| 0106 | STAKING | 02726 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.4 |
| 0107 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
0.000 |
$47,700.000 |
LS | 0.5 |
| 0108 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
0.000 |
$86,200.000 |
LS | 0.8 |
| 0109 | QUALITY CONTROL | 02572 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.2 |
| 8000 | FABRIC-GEOTEXTILE TYPE III | 02598M | 0.000 |
3,500.000 |
$2.000 |
SQ M | 0.0 |
| 8001 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 0.000 |
6,000.000 |
$2.390 |
SQ M | 0.0 |
| 8002 | BACKFILLING Undercut | 02184M | 0.000 |
1,600.000 |
$15.000 |
CU M | 0.0 |
| 8062 | BARRIER HEADER CURB | 01880M | 0.000 |
140.000 |
$91.860 |
M | 0.0 |
| 8063 | CONCRETE-CLASS AA | 08104M | 0.000 |
10.000 |
$700.000 |
CU M | 0.0 |
| 8064 | SAFELOADING Pipe | 02690M | 0.000 |
15.000 |
$360.000 |
CU M | 0.0 |
| 8065 | CAP Oil Well | 20128EC | 0.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 8066 | VALUE ENGINEERING #1 | 10120NS | 0.000 |
1.000 |
$140,670.040 |
LS | 0.0 |
| 8067 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$44,860.000 |
LS | 0.0 |
| 8068 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 0.000 |
0.000 |
$16,270.000 |
LS | 0.0 |
| 8069 | PAVEMENT MARKER TYPE IV-BY | 06582 | 0.000 |
200.000 |
$6.500 |
EACH | 0.0 |
| 8070 | VALUE ENGINEERING #2 | 10120NS | 0.000 |
1.000 |
$119,311.170 |
LS | 0.0 |
| 8076 | PEDESTRIAN WOVEN WIRE GATE 8 M Double Vehicle Woven Wire Gate | 02282 | 0.000 |
1.000 |
$1,320.000 |
EACH | 0.0 |
| 8077 | CHANNEL LINING CLASS IV | 02488M | 0.000 |
4,135.000 |
$32.040 |
CU M | 0.0 |
| 8078 | EDGE KEY MODIFIED Edge Key | 02585M | 0.000 |
40.000 |
$349.840 |
M | 0.0 |
| 8079 | MOBILIZATION FOR MILL & TEXT Double Unit Price to cover "2 EACH" with "1 LP SUM" | 02676 | 0.000 |
1.000 |
$2,750.000 |
LS | 0.0 |
| 8080 | VALUE ENGINEERING #3 | 10120NS | 0.000 |
1.000 |
$20,249.660 |
LS | 0.0 |
| 8081 | RELOCATE SERVICE Relocate Gas Service | 09220M01 | 0.000 |
1.000 |
$9,918.800 |
EACH | 0.0 |
| 8084 | PAVE STRIPING REMOVAL-100 MM | 06530M | 0.000 |
3,000.000 |
$0.660 |
M | 0.0 |
| 8086 | WATER GATE TYPE 3 | 08707 | 0.000 |
1.000 |
$3,360.000 |
EACH | 0.0 |
| 8087 | DIVERSIONS (BY-PASS DETOURS) Unit Each on Org. C.O. | 02651 | 0.000 |
1.000 |
$21,251.500 |
LS | 0.0 |
| 8088 | VALUE ENGINEERING Unit Each on Org. C.O. | 10120NS | 0.000 |
1.000 |
$36,430.340 |
LS | 0.0 |
| 8089 | FUEL ADJUSTMENT | 10020NS | 0.000 |
24,000.000 |
$1.000 |
DOLL | 0.0 |
| 8090 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
40,000.000 |
$1.000 |
DOLL | 0.0 |
| 8091 | REMOVE GUARDRAIL END TREATMENT | 02396 | 0.000 |
1.000 |
$315.000 |
EACH | 0.0 |
| 8092 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
30,850.310 |
$1.000 |
DOLL | 0.0 |
Category Total $6,727,599.05 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0008 | CATEGORY Description | WATER UTILITIES | CPES SUBSECTION H |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8003 | DUCTILE IRON PIPE-300 MM Outside Rd. | 01099M | 0.000 |
100.000 |
$77.000 |
M | 0.0 |
| 8004 | DUCTILE IRON PIPE-300 MM Under Rd. | 01099M | 0.000 |
14.500 |
$110.000 |
M | 0.0 |
| 8005 | DUCTILE IRON PIPE-300 MM CL 51 In Casing | 01099M | 0.000 |
120.000 |
$170.000 |
M | 0.0 |
| 8006 | DUCTILE IRON PIPE-300 MM CL 51 Bore Under Rd. | 01099M | 0.000 |
50.000 |
$410.000 |
M | 0.0 |
| 8007 | DUCTILE IRON PIPE-200 MM CL 52 Outside Rd. | 01095M | 0.000 |
125.000 |
$69.000 |
M | 0.0 |
| 8008 | DUCTILE IRON PIPE-200 MM CL 52 Under Rd. | 01095M | 0.000 |
20.000 |
$101.000 |
M | 0.0 |
| 8009 | DUCTILE IRON PIPE-150 MM CL 52 Outside Rd. | 01093M | 0.000 |
810.000 |
$56.000 |
M | 0.0 |
| 8010 | DUCTILE IRON PIPE-150 MM CL 52 Under Rd. | 01093M | 0.000 |
60.000 |
$86.500 |
M | 0.0 |
| 8011 | DUCTILE IRON PIPE-150 MM CL 52 In Casing | 01093M | 0.000 |
210.000 |
$137.000 |
M | 0.0 |
| 8012 | DUCTILE IRON PIPE-150 MM CL 52 Bore Under Rd. | 01093M | 0.000 |
55.000 |
$328.000 |
M | 0.0 |
| 8013 | PVC PIPE-150 MM Outside Rd. | 03385M | 0.000 |
640.000 |
$41.000 |
M | 0.0 |
| 8014 | PVC PIPE-150 MM Under Rd. | 03385M | 0.000 |
15.000 |
$77.000 |
M | 0.0 |
| 8015 | SERVICE LINE 18.75-50 MM Outside Rd. | 09639M01 | 0.000 |
85.000 |
$26.500 |
M | 0.0 |
| 8016 | SERVICE LINE 18.75-50 MM Under Rd. | 09639M01 | 0.000 |
40.000 |
$43.000 |
M | 0.0 |
| 8017 | SERVICE LINE 18.75-50 MM In Casing | 09639M01 | 0.000 |
50.000 |
$63.000 |
M | 0.0 |
| 8018 | RELOCATE WATER METER | 03431 | 0.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 8019 | SERVICE TAP 18.75 - 50 MM | 09925 | 0.000 |
6.000 |
$200.000 |
EACH | 0.0 |
| 8020 | RECONNECT SERVICE Exist. 18.75 - 50 MM | 03437 | 0.000 |
6.000 |
$250.000 |
EACH | 0.0 |
| 8021 | GATE VALVE-300 MM | 03532M | 0.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 8022 | GATE VALVE-150 MM | 03526M | 0.000 |
24.000 |
$500.000 |
EACH | 0.0 |
| 8023 | MISC D.I. AND/OR DIP FITTINGS | 09627M00 | 0.000 |
6,800.000 |
$2.200 |
KG | 0.0 |
| 8024 | FIRE HYDRANT ASSEMBLY | 20156EC | 0.000 |
8.000 |
$1,500.000 |
EACH | 0.0 |
| 8025 | REMOVE FIRE HYDRANT Remove and Return | 03434 | 0.000 |
5.000 |
$500.000 |
EACH | 0.0 |
| 8026 | AIR RELEASE VALVE Assembly | 03495 | 0.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 8027 | TIE-IN to DIP and/or PVC pipe | 03479 | 0.000 |
15.000 |
$500.000 |
EACH | 0.0 |
| 8028 | PLUG PIPE Exist. DIP and/or PVC pipe | 01314 | 0.000 |
15.000 |
$250.000 |
EACH | 0.0 |
| 8029 | REMOVE Asbestos (Asbestos Abatement) | 09326M03 | 0.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 8030 | GRAVEL REPLACEMENT surface | 09523M | 0.000 |
55.500 |
$30.000 |
M | 0.0 |
| 8031 | ASPHALT PAVEMENT REPLACEMENT | 07593M | 0.000 |
42.500 |
$90.000 |
M | 0.0 |
| 8032 | CONCRETE-CLASS A | 08100M | 0.000 |
30.000 |
$120.000 |
CU M | 0.0 |
| 8033 | TOPSOIL AND SEEDING OF TRENCH | 09926M | 0.000 |
1,720.000 |
$5.500 |
M | 0.0 |
| 8060 | PVC PIPE-150 MM In Casing | 03385M | 0.000 |
85.000 |
$115.000 |
M | 0.0 |
| 8061 | ADJUST MANHOLE Existing | 01792 | 0.000 |
3.000 |
$250.000 |
EACH | 0.0 |
| 8071 | REMOVE PIPE Asbestos Water Line Removal | 01310M | 0.000 |
100.000 |
$82.000 |
M | 0.0 |
Category Total $0.00 |
| SM- Project | X005006805001 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER UTILITIES | CPES SUBSECTION I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8034 | DUCTILE IRON PIPE-300 MM Outside Rd. (0-2 M) | 01099M | 0.000 |
40.000 |
$130.000 |
M | 0.0 |
| 8035 | DUCTILE IRON PIPE-300 MM Outside Rd. (2-3 M) | 01099M | 0.000 |
15.000 |
$130.000 |
M | 0.0 |
| 8036 | DUCTILE IRON PIPE-300 MM Outside Rd. (3-4 M) | 01099M | 0.000 |
15.000 |
$150.000 |
M | 0.0 |
| 8037 | DUCTILE IRON PIPE-300 MM Outside Rd. (4+ M) | 01099M | 0.000 |
20.000 |
$150.000 |
M | 0.0 |
| 8038 | DUCTILE IRON PIPE-300 MM In Casing | 01099M | 0.000 |
80.000 |
$300.000 |
M | 0.0 |
| 8039 | DUCTILE IRON PIPE-250 MM Outside R. (0-2 M) | 01097M | 0.000 |
90.000 |
$75.000 |
M | 0.0 |
| 8040 | DUCTILE IRON PIPE-250 MM Outside Rd. (2-3 M) | 01097M | 0.000 |
75.000 |
$88.000 |
M | 0.0 |
| 8041 | DUCTILE IRON PIPE-250 MM Outside Rd. In Casing | 01097M | 0.000 |
145.000 |
$212.000 |
M | 0.0 |
| 8042 | PVC PIPE-200 MM Out. Rd. (0-2 M) | 03387M | 0.000 |
40.000 |
$62.000 |
M | 0.0 |
| 8043 | PVC PIPE-200 MM Out. Rd. (2-3 M) | 03387M | 0.000 |
45.000 |
$62.000 |
M | 0.0 |
| 8044 | PVC PIPE-200 MM Out. Rd. (3-4 M) | 03387M | 0.000 |
15.000 |
$62.000 |
M | 0.0 |
| 8045 | PVC PIPE-200 MM Out. Rd. In Casing | 03387M | 0.000 |
140.000 |
$200.000 |
M | 0.0 |
| 8046 | MANHOLE TYPE A 1200 MM (0-2 M) | 01756 | 0.000 |
11.000 |
$1,000.000 |
EACH | 0.0 |
| 8047 | CAST IRON MANHOLE FRAME & COVE | 09636N00 | 0.000 |
6.000 |
$250.000 |
EACH | 0.0 |
| 8048 | WATERTIGHT FRAME AND LID | 20423EC | 0.000 |
5.000 |
$500.000 |
EACH | 0.0 |
| 8049 | ADDITIONAL DEPTH OF MANHOLE Extra Depth for Manhole | 09635M00 | 0.000 |
8.500 |
$300.000 |
VT M | 0.0 |
| 8050 | PLUG SANITARY SEWER Exist. Gravity Sewer Main | 09336 | 0.000 |
17.000 |
$255.000 |
EACH | 0.0 |
| 8051 | ABANDON MANHOLE Abandon & Fill Manhole | 09396 | 0.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 8052 | REMOVE MANHOLE And Backfill with Aggregate | 01787 | 0.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 8053 | SERVICE CONNECT 200 MM x 150 MM | 09638N00 | 0.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 8054 | RISER PIPE Serv. or Riser Pipe - 150 MM Out. Rd. | 09032M02 | 0.000 |
15.000 |
$50.000 |
M | 0.0 |
| 8055 | ADJUST MANHOLE Existing | 01792 | 0.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 8056 | TIE-IN to Existing Manhole | 03479 | 0.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 8057 | CROSSOVER Sewer On Piers / Creek Crossing | 02655 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8058 | CONCRETE-CLASS A | 08100M | 0.000 |
20.000 |
$120.000 |
CU M | 0.0 |
| 8059 | TOPSOIL & SEEDING OF TRENCHES | 09391M00 | 0.000 |
275.000 |
$5.500 |
M | 0.0 |
Category Total $0.00 |