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Item List 030462 |
Date:06/01/2018 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030462 | Primary Project Number | X005006804001 |
| 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 | $ 5,998,944.50 | ||
| SM- Project | X005006804001 |
| Fed/State Number | FD04 005 0068 010-013 |
| Project Description | GLASGOW OUTER LOOP (US68) |
| *********** |
| SM- Project | X005006804001 | 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 EXCAV-SOLID ROCK | 08002M | 354.000 |
474.510 |
$55.000 |
CU M | 0.3 |
| 0002 | CONCRETE-CLASS A | 08100M | 1,309.140 |
1,309.140 |
$217.000 |
CU M | 4.7 |
| 0003 | STEEL REINFORCEMENT | 08150M | 54,085.000 |
54,085.000 |
$1.200 |
KG | 1.1 |
| 0004 | FOUNDATION PREPARATION (CULVERT) | 08003 | 1.000 |
1.000 |
$24,600.000 |
LS | 0.4 |
| 0005 | GRANULAR EMBANKMENT | 02223M | 17,617.000 |
17,617.000 |
$4.580 |
CU M | 1.3 |
| 0006 | EMBANKMENT IN PLACE | 02230M | 421,027.000 |
422,027.000 |
$3.830 |
CU M | 26.9 |
| 0007 | WATER | 02242M | 100.000 |
100.000 |
$1.000 |
CU M | 0.0 |
| 0008 | CONCRETE-CLASS A | 08100M | 19.410 |
17.280 |
$750.000 |
CU M | 0.2 |
| 0009 | STEEL REINFORCEMENT | 08150M | 448.800 |
438.000 |
$1.500 |
KG | 0.0 |
| 0010 | SAFELOADING | 02690M | 4.000 |
4.000 |
$325.000 |
CU M | 0.0 |
| 0011 | SETTLEMENT PLATFORM | 02692 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 2,228.850 |
2,228.850 |
$32.750 |
M | 1.2 |
| 0013 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | 83.820 |
83.820 |
$48.750 |
M | 0.1 |
| 0014 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$37.500 |
EACH | 0.0 |
| 0015 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$350.000 |
EACH | 0.0 |
| 0016 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 3.000 |
3.000 |
$475.000 |
EACH | 0.0 |
| 0017 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,325.000 |
EACH | 0.1 |
| 0018 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$425.000 |
EACH | 0.0 |
| 0019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$1,375.000 |
EACH | 0.0 |
| 0020 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0021 | TEMPORARY GUARDRAIL | 02397M | 100.000 |
100.000 |
$22.590 |
M | 0.0 |
| 0022 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$4,950.000 |
EACH | 0.2 |
| 0023 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 3,666.000 |
3,666.000 |
$0.480 |
M | 0.0 |
| 0024 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 14,837.000 |
14,837.000 |
$0.480 |
M | 0.1 |
| 0025 | PAVE STRIPING-PERM PAINT-300MM | 06517M | 700.000 |
700.000 |
$1.440 |
M | 0.0 |
| 0026 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 91.000 |
91.000 |
$16.870 |
M | 0.0 |
| 0027 | PAVEMENT MARKER TYPE V-MW | 06589 | 122.000 |
122.000 |
$19.950 |
EACH | 0.0 |
| 0028 | PAVEMENT MARKER TYPE V-BY | 06591 | 208.000 |
208.000 |
$19.950 |
EACH | 0.1 |
| 0029 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 140.000 |
140.000 |
$19.950 |
EACH | 0.0 |
| 0031 | SIGNS | 02562M | 52.920 |
52.920 |
$70.000 |
SQ M | 0.1 |
| 0032 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0033 | REMOVE PAVEMENT | 02091M | 620.000 |
620.000 |
$2.500 |
SQ M | 0.0 |
| 0034 | FLOWABLE FILL | 02220M | 15.000 |
15.000 |
$120.000 |
CU M | 0.0 |
| 0035 | CULVERT PIPE-375 MM | 00461M | 186.300 |
186.300 |
$108.000 |
M | 0.3 |
| 0036 | CULVERT PIPE-450 MM | 00462M | 64.100 |
54.200 |
$140.000 |
M | 0.1 |
| 0037 | CULVERT PIPE-600 MM | 00464M | 234.300 |
234.300 |
$166.000 |
M | 0.6 |
| 0038 | CULVERT PIPE-750 MM | 00466M | 5.100 |
5.100 |
$193.000 |
M | 0.0 |
| 0039 | CULVERT PIPE-900 MM | 00468M | 64.800 |
64.800 |
$202.000 |
M | 0.2 |
| 0040 | CULVERT PIPE-1200 MM | 00470M | 122.700 |
122.700 |
$220.000 |
M | 0.5 |
| 0041 | STORM SEWER PIPE-750 MM | 00526M | 95.100 |
95.100 |
$233.000 |
M | 0.4 |
| 0042 | SLOTTED DRAIN PIPE-375 MM | 00981M | 18.000 |
0.000 |
$330.000 |
M | 0.1 |
| 0043 | ENTRANCE PIPE-375 MM | 00440M | 345.500 |
277.400 |
$80.000 |
M | 0.5 |
| 0044 | ENTRANCE PIPE-450 MM | 00441M | 12.000 |
23.000 |
$87.000 |
M | 0.0 |
| 0045 | ENTRANCE PIPE-600 MM | 00443M | 25.500 |
25.500 |
$103.000 |
M | 0.0 |
| 0046 | PERFORATED PIPE-100 MM | 01000M | 373.000 |
373.000 |
$26.000 |
M | 0.2 |
| 0047 | NON-PERFORATED PIPE-100 MM | 01010M | 40.000 |
40.000 |
$30.000 |
M | 0.0 |
| 0048 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 8.000 |
8.000 |
$500.000 |
EACH | 0.1 |
| 0049 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0050 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
| 0051 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.1 |
| 0052 | DROP BOX INLET TYPE 2 | 01493 | 4.000 |
3.000 |
$2,000.000 |
EACH | 0.1 |
| 0053 | DROP BOX INLET TYPE 5B | 01505 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.1 |
| 0054 | DROP BOX INLET TYPE 5F | 01517 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.2 |
| 0055 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 4.000 |
4.000 |
$1,600.000 |
EACH | 0.1 |
| 0056 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 3.000 |
3.000 |
$1,900.000 |
EACH | 0.1 |
| 0057 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 7.000 |
7.000 |
$2,400.000 |
EACH | 0.3 |
| 0058 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
2.000 |
$2,900.000 |
EACH | 0.1 |
| 0059 | SPRING BOX INLET TYPE A | 01660 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 0060 | SEEDING AND PROTECTION | 05985M | 104,695.000 |
104,695.000 |
$0.330 |
SQ M | 0.6 |
| 0061 | TEMP SEEDING AND PROTECTION | 05953M | 9,665.000 |
9,665.000 |
$0.290 |
SQ M | 0.0 |
| 0062 | SPECIAL SEEDING CROWN VETCH | 05989M | 48,906.000 |
48,906.000 |
$0.310 |
SQ M | 0.3 |
| 0063 | TOPDRESSING FERTILIZER | 05966M | 5.830 |
5.830 |
$500.000 |
MTON | 0.0 |
| 0064 | EROSION CONTROL BLANKET | 05950M | 10,905.000 |
18,041.000 |
$1.530 |
SQ M | 0.3 |
| 0065 | SILT CHECK | 02705 | 94.000 |
94.000 |
$50.000 |
EACH | 0.1 |
| 0066 | CLEAN SILT CHECK | 02708 | 268.000 |
268.000 |
$15.000 |
EACH | 0.1 |
| 0067 | TEMPORARY SILT FENCE | 02701M | 223.000 |
223.000 |
$2.000 |
M | 0.0 |
| 0068 | CLEAN TEMPORARY SILT FENCE | 02709M | 446.000 |
446.000 |
$0.500 |
M | 0.0 |
| 0069 | CHANNEL LINING CLASS II | 02483M | 1,713.000 |
1,713.000 |
$18.000 |
MTON | 0.5 |
| 0070 | CHANNEL LINING CLASS III | 02484M | 1,417.500 |
1,417.500 |
$18.000 |
MTON | 0.4 |
| 0071 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 16,248.000 |
16,248.000 |
$1.250 |
SQ M | 0.3 |
| 0072 | R/W MARKER RURAL TYPE 1 | 02434 | 11.000 |
11.000 |
$70.000 |
EACH | 0.0 |
| 0073 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 2.000 |
2.000 |
$70.000 |
EACH | 0.0 |
| 0074 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 3,809.000 |
3,809.000 |
$12.510 |
M | 0.8 |
| 0075 | PEDESTRIAN WOVEN WIRE GATE | 02282 | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 0076 | ISLAND HEADER CURB TYPE 1 | 01890M | 41.000 |
41.000 |
$70.000 |
M | 0.0 |
| 0077 | ASPHALT WEDGE CURB | 01897M | 542.000 |
0.000 |
$1.250 |
M | 0.0 |
| 0078 | ASPH PAVE MILLING & TEXTURING | 02677M | 437.000 |
437.000 |
$27.250 |
MTON | 0.2 |
| 0079 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 7.000 |
7.000 |
$25.000 |
MTON | 0.0 |
| 0080 | CRUSHED STONE BASE | 00003M | 40,740.000 |
40,740.000 |
$7.930 |
MTON | 5.4 |
| 0081 | D G A BASE | 00001M | 8,220.000 |
5,437.990 |
$7.930 |
MTON | 1.1 |
| 0082 | TRAFFIC BOUND BASE | 00020M | 566.000 |
475.820 |
$8.800 |
MTON | 0.1 |
| 0083 | LEVELING & WEDGING PG64-22 | 00190M | 192.000 |
192.000 |
$27.950 |
MTON | 0.1 |
| 0084 | ASPHALT CURING SEAL | 00358M | 53.000 |
53.000 |
$210.000 |
MTON | 0.2 |
| 0085 | EMULSIFIED ASPHALT RS-2 | 00291M | 8.000 |
8.000 |
$325.000 |
MTON | 0.0 |
| 0086 | ASPHALT SEAL AGGREGATE | 00100M | 68.000 |
68.000 |
$35.000 |
MTON | 0.0 |
| 0087 | DRAINAGE BLANKET-EMBANKMENT | 00021M | 904.000 |
113.520 |
$40.000 |
CU M | 0.6 |
| 0088 | LIME STABILIZED ROADBED | 00013M | 47,869.000 |
47,869.000 |
$1.800 |
SQ M | 1.4 |
| 0089 | LIME | 00014M | 958.000 |
958.000 |
$100.520 |
MTON | 1.6 |
| 0090 | SAND FOR BLOTTER | 02702M | 129.000 |
129.000 |
$20.000 |
MTON | 0.0 |
| 0091 | ASPHALT PLACEMENT WITH MTV | 00338M | 32,116.000 |
32,116.000 |
$1.090 |
MTON | 0.6 |
| 0092 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 4,245.000 |
6,122.130 |
$26.500 |
MTON | 1.9 |
| 0093 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 27,599.000 |
27,599.000 |
$25.750 |
MTON | 11.8 |
| 0094 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 2,201.000 |
0.000 |
$26.750 |
MTON | 1.0 |
| 0095 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 1,098.000 |
0.000 |
$26.250 |
MTON | 0.5 |
| 0096 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 614.000 |
0.000 |
$30.350 |
MTON | 0.3 |
| 0097 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 436.000 |
0.000 |
$30.300 |
MTON | 0.2 |
| 0098 | CL2 ASPH SURF 9.50B PG64-22 | 00307M | 330.000 |
0.000 |
$31.450 |
MTON | 0.2 |
| 0099 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 1,318.000 |
2,698.000 |
$28.900 |
MTON | 0.6 |
| 0100 | CL3 ASPH SURF 12.5B PG64-22 | 00324M | 4,517.000 |
4,517.000 |
$28.450 |
MTON | 2.1 |
| 0101 | CLEARING AND GRUBBING (17.3 HECTACRES) | 02545 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 0102 | STAKING | 02726 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.5 |
| 0103 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$7,200.000 |
LS | 0.1 |
| 0104 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
0.000 |
$15,650.000 |
LS | 0.3 |
| 0105 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$250.000 |
LS | 0.0 |
| 0106 | QUALITY CONTROL | 02572 | 1.000 |
0.000 |
$30,000.000 |
LS | 0.5 |
| 0186 | DRUMS | 09934 | 16.000 |
16.000 |
$100.000 |
EACH | 0.0 |
| 8000 | SPECIAL EMBANKMENT | 02233M | 0.000 |
7,524.000 |
$18.000 |
CU M | 0.0 |
| 8001 | FABRIC-GEOTEXTILE TYPE III | 02598M | 0.000 |
10,000.000 |
$1.250 |
SQ M | 0.0 |
| 8002 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | 0.000 |
423.270 |
$10.000 |
MTON | 0.0 |
| 8003 | MASS CONCRETE | 10040MS | 0.000 |
84.300 |
$116.010 |
CU M | 0.0 |
| 8004 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 8009 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 0.000 |
1.000 |
$13,988.390 |
LS | 0.0 |
| 8010 | VALUE ENGINEERING | 10120NS | 0.000 |
1.000 |
$32,518.900 |
LS | 0.0 |
| 8011 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 8012 | PLUG WATER WELL | 02475M | 0.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 8015 | FLEXIBLE DELINEATOR POST-Y | 06418 | 0.000 |
35.000 |
$36.750 |
EACH | 0.0 |
| 8016 | FLASHING ARROW | 02775 | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8017 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
9,683.840 |
$1.000 |
DOLL | 0.0 |
Category Total $4,610,648.72 |
| SM- Project | X005006804001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | (STA 1653+83.31) CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0107 | STRUCTURE GRANULAR BACKFILL | 02231M | 77.900 |
77.900 |
$36.000 |
CU M | 0.0 |
| 0108 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 283.700 |
182.740 |
$55.000 |
CU M | 0.3 |
| 0109 | MASONRY COATING | 02998M | 903.900 |
903.900 |
$6.500 |
SQ M | 0.1 |
| 0110 | CONCRETE-CLASS A | 08100M | 218.200 |
218.200 |
$217.000 |
CU M | 0.8 |
| 0111 | CONCRETE-CLASS AA | 08104M | 267.400 |
267.400 |
$485.000 |
CU M | 2.2 |
| 0112 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 497.000 |
497.000 |
$15.000 |
MTON | 0.1 |
| 0113 | PILES-STEEL HP360X108 | 08050M | 221.000 |
221.000 |
$112.000 |
M | 0.4 |
| 0114 | PILE POINTS-14 INCH 360MM | 08095 | 18.000 |
18.000 |
$105.000 |
EACH | 0.0 |
| 0115 | TEST PILES | 08033M | 29.000 |
29.000 |
$120.000 |
M | 0.1 |
| 0116 | STEEL REINF-EPOXY COATED | 08151M | 37,002.000 |
37,002.000 |
$1.320 |
KG | 0.8 |
| 0117 | STEEL REINFORCEMENT | 08150M | 23,655.000 |
23,655.000 |
$1.200 |
KG | 0.5 |
| 0118 | PRECAST PC I BEAM TYPE 3 | 08633M | 284.000 |
284.000 |
$354.000 |
M | 1.7 |
| 0119 | PRE-DRILLING FOR PILES | 08039M | 70.000 |
59.640 |
$148.000 |
M | 0.2 |
| 0120 | ARMORED EDGE FOR CONCRETE | 03299M | 29.600 |
29.600 |
$150.000 |
M | 0.1 |
| 0121 | FOUNDATION PREPARATION (BRIDGE) | 08003 | 1.000 |
1.000 |
$4,250.000 |
LS | 0.1 |
Category Total $435,713.29 |
| SM- Project | X005006804001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | (STA 1653+83.31) CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0122 | STRUCTURE GRANULAR BACKFILL | 02231M | 77.500 |
77.500 |
$36.000 |
CU M | 0.0 |
| 0123 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 275.600 |
223.710 |
$55.000 |
CU M | 0.3 |
| 0124 | MASONRY COATING | 02998M | 916.000 |
916.000 |
$6.500 |
SQ M | 0.1 |
| 0125 | CONCRETE-CLASS A | 08100M | 220.160 |
220.160 |
$217.000 |
CU M | 0.8 |
| 0126 | CONCRETE-CLASS AA | 08104M | 265.100 |
265.100 |
$485.000 |
CU M | 2.1 |
| 0127 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 497.000 |
497.000 |
$15.000 |
MTON | 0.1 |
| 0128 | PILES-STEEL HP360X108 | 08050M | 222.000 |
274.350 |
$112.000 |
M | 0.4 |
| 0129 | PILE POINTS-14 INCH 360MM | 08095 | 18.000 |
18.000 |
$105.000 |
EACH | 0.0 |
| 0130 | TEST PILES | 08033M | 30.000 |
45.240 |
$120.000 |
M | 0.1 |
| 0131 | STEEL REINF-EPOXY COATED | 08151M | 37,260.000 |
37,260.000 |
$1.320 |
KG | 0.8 |
| 0132 | STEEL REINFORCEMENT | 08150M | 24,084.000 |
24,084.000 |
$1.200 |
KG | 0.5 |
| 0133 | PRECAST PC I BEAM TYPE 3 | 08633M | 284.000 |
284.000 |
$354.000 |
M | 1.7 |
| 0134 | PRE-DRILLING FOR PILES | 08039M | 65.000 |
56.330 |
$148.000 |
M | 0.2 |
| 0135 | ARMORED EDGE FOR CONCRETE | 03299M | 29.500 |
29.500 |
$150.000 |
M | 0.1 |
| 0136 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$4,250.000 |
LS | 0.1 |
| 8006 | PRE-DRILLING FOR PILES (Rock) | 08039M | 0.000 |
54.130 |
$310.800 |
M | 0.0 |
| 8007 | COST PLUS WORK | 10080NS | 0.000 |
1.000 |
$8,592.820 |
LS | 0.0 |
| 8008 | EW~ Railroad Interest | 10098NX | 0.000 |
100,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $434,974.22 |
| SM- Project | X005006804001 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATER AND SEWER RELOCATION | CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0137 | DUCTILE IRON PIPE-300 MM (WATER MAIN IN TUN(BORE UNDER HIGHWAY) | 01099M | 30.000 |
30.000 |
$671.090 |
M | 0.3 |
| 0138 | DUCTILE IRON PIPE-300 MM (W.M.INSTL.CAS(UND. RDWY. BY OPEN CUT ME | 01099M | 68.500 |
68.500 |
$274.230 |
M | 0.3 |
| 0139 | DUCTILE IRON PIPE-300 MM WATERMAIN STL(OUTSIDE RWY. BY OP CUT ME | 01099M | 33.000 |
33.000 |
$241.650 |
M | 0.1 |
| 0140 | DUCTILE IRON PIPE-300 MM WATERMAIN UNDER | 01099M | 43.000 |
43.000 |
$189.370 |
M | 0.1 |
| 0141 | DUCTILE IRON PIPE-300 MM WATERMIAN OUTSIDE | 01099M | 556.500 |
556.500 |
$72.160 |
M | 0.7 |
| 0142 | DUCTILE IRON PIPE-200 MM FORCE MAIN STL(UNDER RWY. BY OPEN CUT M | 01095M | 90.000 |
90.000 |
$263.380 |
M | 0.4 |
| 0143 | DUCTILE IRON PIPE-200 MM FORCE MAIN STL(OUTSIDE RWY. BY OP.CU ME | 01095M | 12.500 |
12.500 |
$234.520 |
M | 0.0 |
| 0144 | DUCTILE IRON PIPE-200 MM FORCE MAIN OUTSIDE | 01095M | 75.500 |
75.500 |
$54.110 |
M | 0.1 |
| 0145 | DUCTILE IRON PIPE-150 MM WATERMAIN IN TUN(BORE UNDER ROADWAY) | 01093M | 10.000 |
10.000 |
$559.240 |
M | 0.1 |
| 0146 | DUCTILE IRON PIPE-150 MM WATERMAIN IN CAS(UNDER ROADWAY) | 01093M | 25.000 |
25.000 |
$140.710 |
M | 0.1 |
| 0147 | DUCTILE IRON PIPE-150 MM WATERMAIN IN CAS(OUTSIDE ROADWAY) | 01093M | 1.000 |
1.000 |
$196.020 |
M | 0.0 |
| 0148 | DUCTILE IRON PIPE-150 MM WATERMAIN UNDER | 01093M | 23.000 |
23.000 |
$135.950 |
M | 0.1 |
| 0149 | DUCTILE IRON PIPE-150 MM WATERMAIN OUTSIDE | 01093M | 479.000 |
409.010 |
$49.430 |
M | 0.4 |
| 0150 | PVC PIPE-150 MM WATER MAIN IN CASING PIPE-UNDER RDWY | 03385M | 76.000 |
76.000 |
$130.260 |
M | 0.2 |
| 0151 | PVC PIPE-150 MM WATER MAIN IN CASING PIPE-OUTSIDE RDWY | 03385M | 6.000 |
6.000 |
$167.940 |
M | 0.0 |
| 0152 | PVC PIPE-150 MM WATER MAIN UNDER ROADWAY | 03385M | 162.000 |
162.000 |
$130.620 |
M | 0.4 |
| 0153 | PVC PIPE-150 MM WATER MAIN OUTSIDE ROADWAY | 03385M | 1,097.000 |
1,097.000 |
$36.800 |
M | 0.7 |
| 0157 | RECONNECT SERVICE (18.75-50MM) | 03437 | 20.000 |
20.000 |
$209.000 |
EACH | 0.1 |
| 0159 | GATE VALVE-6 INCH 150MM WITH VALVE BOX | 03526 | 23.000 |
20.000 |
$495.000 |
EACH | 0.2 |
| 0160 | DUCTILE IRON FITTINGS | 03442M | 1,913.000 |
1,913.000 |
$7.280 |
KG | 0.2 |
| 0161 | FIRE HYDRANT | 02606 | 10.000 |
9.000 |
$2,035.000 |
EACH | 0.3 |
| 0162 | REMOVE-REINSTALL FIRE HYDRANT | 03436 | 4.000 |
4.000 |
$1,375.000 |
EACH | 0.1 |
| 0163 | AIR RELEASE VALVE | 03495 | 1.000 |
1.000 |
$671.000 |
EACH | 0.0 |
| 0164 | TIE-IN (EXISTING DIP AND/OR PVC-WATERMAIN & FOR | 03479 | 7.000 |
7.000 |
$1,045.000 |
EACH | 0.1 |
| 0165 | CUT CAP & BLOCK (EXISTING DIP AND/OR PVC-WATERMAINS & FO | 03443 | 7.000 |
6.000 |
$539.000 |
EACH | 0.1 |
| 0187 | COPPER SERVICE TUBING 18.75-50MM TYPE "K" - OUTSIDE ROADWAY | 09725M | 115.000 |
115.000 |
$41.490 |
M | 0.1 |
| 0188 | REMOVE AND RESET METER | 09924 | 15.000 |
15.000 |
$220.000 |
EACH | 0.1 |
| 0189 | SERVICE TAP 18.75-50MM ON NEW PVC-AND/OR DIP WATERMA | 09925 | 20.000 |
20.000 |
$121.000 |
EACH | 0.0 |
| 0190 | BUTTERFLY VALVE 300MM WITH VALVE BOX | 09392 | 6.000 |
6.000 |
$891.000 |
EACH | 0.1 |
| 0191 | GRAVEL REPLACEMENT | 09523M | 126.000 |
126.000 |
$21.650 |
M | 0.0 |
| 0192 | PAVEMENT RESTORATION | 09052 | 31.500 |
31.500 |
$72.150 |
M | 0.0 |
| 0193 | ASPHALT PATCHING (TYPE "A") | 09711M | 20.000 |
20.000 |
$13.200 |
M | 0.0 |
| 0194 | CONC FOR CRADLE, ANCHOR, ENCASE | 09704M | 18.000 |
18.000 |
$215.420 |
CU M | 0.1 |
| 0195 | TOPSOIL AND SEEDING OF TRENCH | 09926M | 2,208.000 |
2,208.000 |
$3.610 |
M | 0.1 |
| 8005 | AIR RELEASE VALVE | 03495 | 0.000 |
1.000 |
$920.000 |
EACH | 0.0 |
Category Total $334,511.34 |
| SM- Project | X005006804001 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0171 | MESSENGER-48.0 KN | 04885M | 195.000 |
195.000 |
$7.400 |
M | 0.0 |
| 0172 | JUNCTION BOX TYPE B | 04811 | 7.000 |
7.000 |
$250.000 |
EACH | 0.0 |
| 0173 | TRENCHING AND BACKFILLING | 04820M | 350.000 |
350.000 |
$9.000 |
M | 0.1 |
| 0174 | LOOP SAW SLOT AND FILL | 04895M | 366.000 |
366.000 |
$24.600 |
M | 0.2 |
| 0175 | INSTALL CONTROLLER TYPE 170 | 04931 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0176 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$2,350.000 |
EACH | 0.2 |
| 0177 | INSTALL SIGNAL (LED) (3 SECTION) | 09618 | 5.000 |
5.000 |
$200.000 |
EACH | 0.0 |
| 0178 | INSTALL SIGNAL (LED) (5 SECTION) | 09618 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0179 | CONDUIT-31 MM | 04793M | 138.000 |
0.000 |
$6.000 |
M | 0.0 |
| 0180 | CONDUIT-50 MM | 04795M | 197.000 |
0.000 |
$11.000 |
M | 0.0 |
| 0181 | LOOP WIRE | 04830M | 1,005.000 |
1,005.000 |
$1.640 |
M | 0.0 |
| 0182 | CABLE-NO. 14/7C | 04845M | 207.000 |
207.000 |
$4.590 |
M | 0.0 |
| 0183 | CABLE-NO. 14/1 PAIR | 04850M | 2,278.000 |
2,278.000 |
$2.000 |
M | 0.1 |
| 8013 | CONDUIT-31 MM | 04793M | 0.000 |
138.000 |
$3.850 |
M | 0.0 |
| 8014 | CONDUIT-50 MM | 04795M | 0.000 |
197.000 |
$7.710 |
M | 0.0 |
Category Total $37,895.93 |
| SM- Project | X005006804001 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION F |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0184 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$57,201.000 |
LS | 1.0 |
| 0185 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$87,999.970 |
LS | 1.5 |
Category Total $145,200.97 |