|
Item List 030706 |
Date:03/06/2009 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030706 | Primary Project Number | X121001104001 |
| Contract Description | MT. STERLING-FLEMINGSBURG ROAD (KY11) | ||
| Primary County | BATH | Federal/State Number | STPR 5256 (15) |
| Vendor ID | 00229 | Vendor Name | THE WALKER COMPANY OF KENTUCKY INC |
| Bid Amount | $ 12,729,853.07 | ||
| SM- Project | X121001104001 |
| Fed/State Number | STPR 5256 (15) |
| Project Description | MT. STERLING-FLEMINGSBURG ROAD (KY11) |
| *********** |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | BATH - CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0760 | 0001 | GRANULAR EMBANKMENT | 02223M | 110.000 |
110.000 |
$25.000 |
CU M | 0.0 |
| 1480 | 0002 | STRUCTURE EXCAVATION-COMMON | 08001M | 276.000 |
276.000 |
$35.000 |
CU M | 0.1 |
| 1490 | 0003 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 149.000 |
149.000 |
$35.000 |
CU M | 0.0 |
| 1540 | 0004 | CONCRETE-CLASS A | 08100M | 262.800 |
262.800 |
$450.000 |
CU M | 0.9 |
| 1560 | 0005 | STEEL REINFORCEMENT | 08150M | 19,000.000 |
19,000.000 |
$0.750 |
KG | 0.1 |
| 0770 | 0006 | GRANULAR EMBANKMENT | 02223M | 546.800 |
794.000 |
$22.000 |
CU M | 0.1 |
| 0800 | 0007 | EMBANKMENT IN PLACE | 02230M | 546,165.600 |
546,165.600 |
$4.580 |
CU M | 19.7 |
| 1520 | 0008 | CONCRETE-CLASS A | 08100M | 139.430 |
139.430 |
$900.000 |
CU M | 1.0 |
| 1550 | 0009 | STEEL REINFORCEMENT | 08150M | 6,548.600 |
6,548.600 |
$1.500 |
KG | 0.1 |
| 1110 | 0010 | SETTLEMENT PLATFORM | 02692 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 1510 | 0011 | CYCLOPEAN STONE RIP RAP | 08019M | 40.000 |
40.000 |
$20.000 |
MTON | 0.0 |
| 0810 | 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 8,756.120 |
8,756.120 |
$29.830 |
M | 2.1 |
| 0840 | 0013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 20.000 |
20.000 |
$28.250 |
EACH | 0.0 |
| 0900 | 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 44.000 |
44.000 |
$1,252.200 |
EACH | 0.4 |
| 0850 | 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 6.000 |
6.000 |
$1,187.450 |
EACH | 0.1 |
| 0880 | 0016 | REMOVE GUARDRAIL | 02381M | 69.550 |
69.550 |
$2.410 |
M | 0.0 |
| 1400 | 0017 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 1,852.540 |
18,152.540 |
$0.510 |
M | 0.0 |
| 1430 | 0018 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 17,287.810 |
17,287.810 |
$0.480 |
M | 0.1 |
| 1440 | 0019 | PAVE STRIPING-PERM PAINT-300MM | 06517M | 84.300 |
84.300 |
$3.000 |
M | 0.0 |
| 1450 | 0020 | PAVEMENT MARKER TYPE V-MW | 06589 | 16.000 |
16.000 |
$19.500 |
EACH | 0.0 |
| 1460 | 0021 | PAVEMENT MARKER TYPE V-BY | 06591 | 808.000 |
808.000 |
$19.500 |
EACH | 0.1 |
| 1030 | 0022 | SIGNS | 02562M | 63.000 |
63.000 |
$75.000 |
SQ M | 0.0 |
| 0730 | 0023 | BARRICADE-TYPE III | 02014 | 37.000 |
37.000 |
$125.000 |
EACH | 0.0 |
| 0750 | 0024 | REMOVE PAVEMENT | 02091M | 6,776.690 |
6,776.690 |
$2.500 |
SQ M | 0.1 |
| 0960 | 0025 | PLUG WATER WELL | 02475 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 1580 | 0026 | SOUND BARRIER WALL | 09243M | 3,831.000 |
3,843.190 |
$275.000 |
SQ M | 8.3 |
| 0330 | 0027 | CULVERT PIPE-450 MM | 00462M | 110.800 |
110.800 |
$110.000 |
M | 0.1 |
| 0350 | 0028 | CULVERT PIPE-600 MM | 00464M | 122.200 |
122.200 |
$115.000 |
M | 0.1 |
| 0360 | 0029 | CULVERT PIPE-750 MM | 00466M | 451.400 |
451.400 |
$140.000 |
M | 0.5 |
| 0370 | 0030 | CULVERT PIPE-900 MM | 00468M | 146.000 |
146.000 |
$185.000 |
M | 0.2 |
| 0380 | 0031 | CULVERT PIPE-1200 MM | 00470M | 27.900 |
27.900 |
$230.000 |
M | 0.1 |
| 0400 | 0032 | CULVERT PIPE-1350 MM | 00471M | 94.800 |
94.800 |
$275.000 |
M | 0.2 |
| 0410 | 0033 | CULVERT PIPE-1500 MM | 00472M | 275.500 |
291.000 |
$400.000 |
M | 0.9 |
| 0390 | 0034 | CULVERT PIPE-1200 MM | 00470M | 178.200 |
178.200 |
$230.000 |
M | 0.3 |
| 0420 | 0035 | CULVERT PIPE-900 MM EQUIV | 00496M | 87.300 |
117.000 |
$325.000 |
M | 0.2 |
| 0280 | 0036 | ENTRANCE PIPE-375 MM | 00440M | 276.400 |
276.400 |
$75.000 |
M | 0.2 |
| 0290 | 0037 | ENTRANCE PIPE-450 MM | 00441M | 19.900 |
19.900 |
$80.000 |
M | 0.0 |
| 0300 | 0038 | ENTRANCE PIPE-600 MM | 00443M | 25.800 |
25.800 |
$95.000 |
M | 0.0 |
| 0320 | 0039 | ENTRANCE PIPE-750 MM | 00445M | 36.500 |
36.500 |
$100.000 |
M | 0.0 |
| 0440 | 0040 | PERFORATED PIPE-150 MM | 01001M | 235.300 |
2,535.300 |
$20.000 |
M | 0.0 |
| 0450 | 0041 | NON-PERFORATED PIPE-150 MM | 01011M | 85.300 |
85.300 |
$20.000 |
M | 0.0 |
| 0500 | 0042 | PERF PIPE HEADWALL TY 2-150 MM | 01025M | 1.000 |
1.000 |
$590.000 |
EACH | 0.0 |
| 0520 | 0043 | PERF PIPE HEADWALL TY 3-150 MM | 01029M | 6.000 |
6.000 |
$625.000 |
EACH | 0.0 |
| 0540 | 0044 | PERF PIPE HEADWALL TY 4-150 MM | 01033M | 4.000 |
4.000 |
$595.000 |
EACH | 0.0 |
| 1270 | 0045 | STEEL PIPE-63 MM | 03340M | 4.600 |
4.600 |
$60.000 |
M | 0.0 |
| 1280 | 0046 | STEEL PIPE-100 MM | 03343M | 4.600 |
4.600 |
$80.000 |
M | 0.0 |
| 0670 | 0047 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0630 | 0048 | S & F BOX INLET-OUTLET-450 MM | 01450M | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0640 | 0049 | S & F BOX INLET-OUTLET-600 MM | 01451M | 4.000 |
4.000 |
$2,300.000 |
EACH | 0.1 |
| 0650 | 0050 | S & F BOX INLET-OUTLET-750 MM | 01452M | 6.000 |
6.000 |
$2,700.000 |
EACH | 0.1 |
| 0660 | 0051 | S & F BOX INLET-OUTLET-900 MM | 01453M | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.0 |
| 0550 | 0052 | METAL END SECTION TY 1-375 MM | 01370M | 22.000 |
22.000 |
$525.000 |
EACH | 0.1 |
| 0570 | 0053 | METAL END SECTION TY 1-450 MM | 01371M | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0580 | 0054 | METAL END SECTION TY 1-600 MM | 01373M | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0590 | 0055 | METAL END SECTION TY 1-750 MM | 01374M | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0610 | 0056 | METAL END SECTION TY 3-900 MM | 01395M | 2.000 |
2.000 |
$2,350.000 |
EACH | 0.0 |
| 0680 | 0057 | JUNCTION BOX | 01650 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 0690 | 0058 | FLUME INLET TYPE 2 | 01691 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1370 | 0059 | SEEDING AND PROTECTION | 05985M | 194,864.290 |
194,864.290 |
$0.260 |
SQ M | 0.4 |
| 1320 | 0060 | TEMP SEEDING AND PROTECTION | 05953M | 19,500.000 |
19,500.000 |
$0.170 |
SQ M | 0.0 |
| 1380 | 0061 | SPECIAL SEEDING CROWN VETCH | 05989M | 128,028.000 |
128,028.000 |
$0.170 |
SQ M | 0.2 |
| 1340 | 0062 | TOPDRESSING FERTILIZER | 05966M | 11.700 |
11.700 |
$268.000 |
MTON | 0.0 |
| 1300 | 0063 | EROSION CONTROL BLANKET | 05950M | 15,013.930 |
15,013.930 |
$1.290 |
SQ M | 0.2 |
| 1150 | 0064 | SILT TRAP TYPE A | 02703 | 47.000 |
47.000 |
$175.000 |
EACH | 0.1 |
| 1200 | 0065 | CLEAN SILT TRAP TYPE A | 02706 | 141.000 |
141.000 |
$45.000 |
EACH | 0.0 |
| 1180 | 0066 | SILT CHECK | 02705 | 430.000 |
233.000 |
$125.000 |
EACH | 0.4 |
| 1220 | 0067 | CLEAN SILT CHECK | 02708 | 1,290.000 |
255.000 |
$35.000 |
EACH | 0.4 |
| 0910 | 0068 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0980 | 0069 | CHANNEL LINING CLASS II | 02483M | 3,516.300 |
3,516.300 |
$17.500 |
MTON | 0.5 |
| 1000 | 0070 | CHANNEL LINING CLASS III | 02484M | 7,510.200 |
7,510.200 |
$17.500 |
MTON | 1.0 |
| 0930 | 0071 | R/W MARKER RURAL TYPE 1 | 02434 | 224.000 |
224.000 |
$62.200 |
EACH | 0.1 |
| 0940 | 0072 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 1.000 |
1.000 |
$56.800 |
EACH | 0.0 |
| 0700 | 0073 | ISLAND INTEGRAL CURB | 01845M | 11.170 |
11.170 |
$98.000 |
M | 0.0 |
| 0110 | 0074 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 12.000 |
14,505.000 |
$15.000 |
MTON | 0.0 |
| 0030 | 0075 | CRUSHED STONE BASE | 00003M | 41,260.800 |
42,878.710 |
$19.850 |
MTON | 6.4 |
| 0020 | 0076 | D G A BASE | 00001M | 27,358.500 |
27,358.500 |
$20.550 |
MTON | 4.4 |
| 0100 | 0077 | TRAFFIC BOUND BASE | 00020M | 2,833.700 |
2,833.700 |
$11.000 |
MTON | 0.2 |
| 0260 | 0078 | ASPHALT CURING SEAL | 00358M | 160.900 |
160.900 |
$425.000 |
MTON | 0.5 |
| 0190 | 0079 | EMULSIFIED ASPHALT RS-2 | 00291M | 20.600 |
55.700 |
$550.000 |
MTON | 0.1 |
| 0140 | 0080 | ASPHALT SEAL AGGREGATE | 00100M | 173.000 |
462.000 |
$85.000 |
MTON | 0.1 |
| 0060 | 0081 | LIME STABILIZED ROADBED | 00013M | 145,817.500 |
145,817.500 |
$1.890 |
SQ M | 2.2 |
| 0080 | 0082 | LIME | 00014M | 2,735.300 |
2,735.300 |
$90.900 |
MTON | 2.0 |
| 1130 | 0083 | SAND FOR BLOTTER | 02702M | 394.100 |
394.100 |
$45.000 |
MTON | 0.1 |
| 0150 | 0084 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 5,243.500 |
5,470.860 |
$49.800 |
MTON | 2.1 |
| 0180 | 0085 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 39,408.200 |
40,226.710 |
$51.100 |
MTON | 15.8 |
| 0220 | 0086 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 4,129.800 |
4,220.750 |
$59.750 |
MTON | 1.9 |
| 0230 | 0087 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 4,252.000 |
4,361.130 |
$60.700 |
MTON | 2.0 |
| 1010 | 0088 | CLEARING AND GRUBBING BATH CO 50.841 HECTACRES | 02545 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.2 |
| 1230 | 0089 | STAKING BATH CO | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.4 |
| 1080 | 0090 | MAINTAIN & CONTROL TRAFFIC BATH CO | 02650 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.4 |
| 1500 | 0091 | FOUNDATION PREPARATION NOISE WALL 2 | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 1250 | 0092 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 0470 | 0093 | INSPECT & CERTIFY EDGE DRAIN SYSTEM BATH CO | 01015 | 1.000 |
1.000 |
$5,100.000 |
LS | 0.0 |
| 1050 | 0094 | QUALITY CONTROL BATH CO | 02572 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.4 |
| 8000 | 8000 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 0.000 |
42,766.000 |
$1.630 |
SQ M | 0.0 |
| 8004 | 8004 | FENCE-TEMPORARY | 02259M | 0.000 |
350.000 |
$2.900 |
M | 0.0 |
| 8005 | 8005 | TEMPORARY SILT FENCE | 02701M | 0.000 |
3,500.000 |
$7.900 |
M | 0.0 |
| 8007 | 8007 | CLEAN TEMPORARY SILT FENCE | 02709M | 0.000 |
7,000.000 |
$1.740 |
M | 0.0 |
| 9009 | 8009 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
2,308.860 |
$1.000 |
DOLL | 0.0 |
| 8010 | 8010 | DIVERSIONS (BY-PASS DETOURS) Detour 201 | 02651 | 0.000 |
1.000 |
$46,417.500 |
LS | 0.0 |
| 8012 | 8012 | FABRIC-GEOTEXTILE TYPE IV Fabric for Culvert Pipe | 02599M | 0.000 |
9,500.000 |
$2.390 |
SQ M | 0.0 |
| 8013 | 8013 | FUEL ADJUSTMENT Fuel Adjustment | 10020NS | 0.000 |
436,174.850 |
$1.000 |
DOLL | 0.0 |
| 8015 | 8015 | EW~ Materials cost adjustment | 10098NX | 0.000 |
-3,361.600 |
$1.000 |
DOLL | 0.0 |
| 8016 | 8016 | TEMPORARY GUARDRAIL | 02397M | 0.000 |
500.000 |
$32.000 |
M | 0.0 |
| 8017 | 8017 | GUARDRAIL END TREATMENT TYPE 7 Guardrail End Treatment Type 7 | 02371 | 0.000 |
7.000 |
$715.000 |
EACH | 0.0 |
| 8018 | 8018 | PAVE MARK-PAINT ARROWS Temporary Turn Arrows | 20208EC | 0.000 |
10.000 |
$55.000 |
EACH | 0.0 |
| 8019 | 8019 | ASPHALT ADJUSTMENT Asphalt Adjustment | 10030NS | 0.000 |
368,454.150 |
$1.000 |
DOLL | 0.0 |
| 8020 | 8020 | MILLED RUMBLE STRIPS Milled Rumble Strips - Bath Co. | 20314MD | 0.000 |
14,065.102 |
$0.950 |
M | 0.0 |
| 8022 | 8022 | RIDE QUALITY ADJUSTMENT ASPH Rideability Bonus | 10050NS | 0.000 |
11,977.000 |
$1.000 |
DOLL | 0.0 |
| 8024 | 8024 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
67,242.810 |
$1.000 |
DOLL | 0.0 |
| 8026 | 8026 | REMOVE PAVEMENT | 02091M | 0.000 |
2,502.984 |
$5.210 |
SQ M | 0.0 |
| 8027 | 8027 | SAWCUT PAVEMENT | 20671MD | 0.000 |
96.075 |
$6.560 |
M | 0.0 |
| 8028 | 8028 | D G A BASE | 00001M | 0.000 |
211.803 |
$27.840 |
MTON | 0.0 |
| 8029 | 8029 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 0.000 |
317.740 |
$84.730 |
MTON | 0.0 |
| 8030 | 8030 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 0.000 |
66.175 |
$117.860 |
MTON | 0.0 |
| 8031 | 8031 | PAVE STRIPING-WB PAINT-100MM Y | 06521M | 0.000 |
0.287 |
$1,640.000 |
KM | 0.0 |
| 8032 | 8032 | LEVELING & WEDGING PG64-22 | 00190M | 0.000 |
9.070 |
$119.630 |
MTON | 0.0 |
| 8033 | 8033 | SEEDING AND PROTECTION | 05985M | 0.000 |
3,516.216 |
$0.480 |
SQ M | 0.0 |
| 8034 | 8034 | SPECIAL SEEDING CROWN VETCH | 05989M | 0.000 |
326.040 |
$0.240 |
SQ M | 0.0 |
| 8035 | 8035 | REMOVE GUARDRAIL | 02381M | 0.000 |
131.760 |
$5.570 |
M | 0.0 |
| 8036 | 8036 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 0.000 |
117.120 |
$84.590 |
M | 0.0 |
| 8037 | 8037 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 8017 | 8038 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
1.000 |
$1,065.000 |
EACH | 0.0 |
| 8039 | 8039 | EMBANKMENT IN PLACE | 02230M | 0.000 |
833.085 |
$29.940 |
CU M | 0.0 |
| 8040 | 8040 | CLEARING AND GRUBBING | 02545 | 0.000 |
1.000 |
$8,500.000 |
LS | 0.0 |
| 8041 | 8041 | CULVERT PIPE-450 MM | 00462M | 0.000 |
12.200 |
$192.300 |
M | 0.0 |
| 8042 | 8042 | REMOVE AND RELAY PIPE | 01312M | 0.000 |
15.250 |
$126.230 |
M | 0.0 |
| 8043 | 8043 | SIGNS | 02562M | 0.000 |
51.150 |
$86.020 |
SQ M | 0.0 |
| 8044 | 8044 | STAKING | 02726 | 0.000 |
1.000 |
$1,900.000 |
LS | 0.0 |
| 8045 | 8045 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$7,500.000 |
LS | 0.0 |
| 8047 | 8047 | METAL END SECTION TY 4-450 MM | 01411M | 0.000 |
1.000 |
$1,350.000 |
EACH | 0.0 |
| 8048 | 8048 | EW~ REDRESS SLOPE | 10090NX | 0.000 |
1.000 |
$6,500.000 |
LS | 0.0 |
| 8049 | 8049 | CHANNEL LINING CLASS II SLIDE CORRECTION | 02483M | 0.000 |
50.000 |
$35.720 |
MTON | 0.0 |
| 8050 | 8050 | SEEDING AND PROTECTION SLIDE CORRECTION | 05985M | 0.000 |
300.000 |
$0.540 |
SQ M | 0.0 |
| 8051 | 8051 | SPECIAL SEEDING CROWN VETCH SLIDE CORRECTION | 05989M | 0.000 |
300.000 |
$0.420 |
SQ M | 0.0 |
| 8052 | 8052 | CHANNEL LINING CLASS II DONALDSON PROPERTY | 02483M | 0.000 |
200.000 |
$33.900 |
MTON | 0.0 |
| 8053 | 8053 | REMOVE GUARDRAIL END TREATMENT | 02396 | 0.000 |
1.000 |
$165.000 |
EACH | 0.0 |
| 8054 | 8054 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 0.000 |
1.000 |
$710.000 |
EACH | 0.0 |
Category Total $10,107,118.11 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0002 | CATEGORY Description | MOB / DEMOB |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2110 | 0211 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$149,318.410 |
LS | 1.2 |
| 2100 | 0216 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.6 |
| 2110 | 8046 | DEMOBILIZATION | 02569 | 0.000 |
1.000 |
$4,300.000 |
LS | 0.0 |
Category Total $229,318.41 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | BATH (STA 201+755) - CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1590 | 0095 | STRUCTURE GRANULAR BACKFILL | 02231M | 78.000 |
78.000 |
$25.000 |
CU M | 0.0 |
| 1630 | 0096 | MASONRY COATING | 02998M | 454.000 |
454.000 |
$16.000 |
SQ M | 0.1 |
| 1730 | 0097 | CONCRETE-CLASS A | 08100M | 180.900 |
180.900 |
$450.000 |
CU M | 0.6 |
| 1750 | 0098 | CONCRETE-CLASS AA | 08104M | 350.500 |
350.500 |
$500.000 |
CU M | 1.4 |
| 1680 | 0099 | CYCLOPEAN STONE RIP RAP | 08019M | 2,210.000 |
2,210.000 |
$18.000 |
MTON | 0.3 |
| 1710 | 0100 | PILES-STEEL HP310X79 | 08046M | 270.000 |
270.000 |
$90.000 |
M | 0.2 |
| 1720 | 0101 | PILE POINTS-12 INCH | 08094 | 48.000 |
48.000 |
$80.000 |
EACH | 0.0 |
| 1700 | 0102 | TEST PILES | 08033M | 36.500 |
36.500 |
$100.000 |
M | 0.0 |
| 1790 | 0103 | STEEL REINF-EPOXY COATED | 08151M | 51,560.000 |
51,560.000 |
$1.250 |
KG | 0.5 |
| 1770 | 0104 | STEEL REINFORCEMENT | 08150M | 13,450.000 |
13,450.000 |
$0.750 |
KG | 0.1 |
| 1620 | 0105 | FABRIC-GEOTEXTILE TYPE I | 02596M | 1,961.000 |
1,961.000 |
$1.500 |
SQ M | 0.0 |
| 1830 | 0106 | PRECAST PC I BEAM TYPE 4 | 08634M | 345.000 |
345.000 |
$475.000 |
M | 1.3 |
| 1810 | 0107 | STRUCTURAL STEEL STA. 201+075.50 - APPROX. 1360 KGS | 08160 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 1660 | 0108 | FOUNDATION PREPARATION STA 201+075.50 | 08003 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
Category Total $587,793.00 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0004 | CATEGORY Description | MOB / DEMOB |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2110 | 0212 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$9,332.400 |
LS | 0.1 |
| 2100 | 0217 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
Category Total $14,332.40 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | BATH (STA 201+464) - CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1600 | 0109 | STRUCTURE GRANULAR BACKFILL | 02231M | 110.000 |
110.000 |
$25.000 |
CU M | 0.0 |
| 1650 | 0110 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 126.000 |
126.000 |
$35.000 |
CU M | 0.0 |
| 1640 | 0111 | MASONRY COATING | 02998M | 200.000 |
200.000 |
$16.000 |
SQ M | 0.0 |
| 1740 | 0112 | CONCRETE-CLASS A | 08100M | 194.600 |
194.600 |
$450.000 |
CU M | 0.7 |
| 1760 | 0113 | CONCRETE-CLASS AA | 08104M | 65.300 |
65.300 |
$500.000 |
CU M | 0.3 |
| 1690 | 0114 | CYCLOPEAN STONE RIP RAP | 08019M | 420.000 |
420.000 |
$18.000 |
MTON | 0.1 |
| 1800 | 0115 | STEEL REINF-EPOXY COATED | 08151M | 7,710.000 |
7,710.000 |
$1.250 |
KG | 0.1 |
| 1780 | 0116 | STEEL REINFORCEMENT | 08150M | 12,020.000 |
12,020.000 |
$0.750 |
KG | 0.1 |
| 1610 | 0117 | FABRIC-GEOTEXTILE TYPE I | 02596M | 152.000 |
152.000 |
$1.500 |
SQ M | 0.0 |
| 1840 | 0118 | PRECAST PC BOX BEAM SB535 | 08669M | 68.600 |
68.600 |
$575.000 |
M | 0.3 |
| 1820 | 0119 | STRUCTURAL STEEL STA. 201+464.00 - APPROX 1180 KGS | 08160 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.1 |
| 1670 | 0120 | FOUNDATION PREPARATION STA 201+464.00 | 08003 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.1 |
Category Total $211,965.50 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOB / DEMOB |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2110 | 0213 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$3,732.960 |
LS | 0.0 |
| 2100 | 0218 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
Category Total $5,732.96 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0007 | CATEGORY Description | SEWER | BATH - CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1860 | 0121 | SEWER PIPE-200 MM PVC | 01052M | 662.290 |
662.290 |
$104.000 |
M | 0.5 |
| 1910 | 0122 | SANITARY SEWER MANHOLE | 01799 | 14.000 |
14.000 |
$2,450.000 |
EACH | 0.3 |
| 1900 | 0123 | ADJUST MANHOLE | 01792 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 2010 | 0124 | CUT & PLUG (200 MM) | 09413 | 7.000 |
7.000 |
$575.000 |
EACH | 0.0 |
| 1990 | 0125 | ABANDON MANHOLE | 09396 | 14.000 |
14.000 |
$600.000 |
EACH | 0.1 |
| 1960 | 0126 | CONCRETE ENCASEMENT | 09042M | 23.000 |
23.000 |
$192.000 |
M | 0.0 |
| 1850 | 0127 | SEWER PIPE-150 MM PVC | 01051M | 52.000 |
52.000 |
$79.000 |
M | 0.0 |
| 1890 | 0128 | STEEL ENCASEMENT PIPE-350 MM OPEN CUT | 01071M | 48.000 |
48.000 |
$286.000 |
M | 0.1 |
| 1880 | 0129 | STEEL ENCASEMENT PIPE-350 MM JACK & BORE | 01071M | 39.500 |
39.500 |
$478.000 |
M | 0.1 |
| 1870 | 0130 | STEEL ENCASEMENT PIPE-300 MM OPEN CUT | 01069M | 77.500 |
77.500 |
$98.500 |
M | 0.1 |
| 1930 | 0131 | SANITARY MANHOLE SIDEWALL | 07536M | 16.200 |
16.200 |
$675.000 |
M | 0.1 |
| 1940 | 0132 | DROP INLET | 07537M | 8.100 |
8.100 |
$495.000 |
M | 0.0 |
| 1980 | 0133 | CONNECT TO EXIST MANHOLE | 09335 | 1.000 |
1.000 |
$950.000 |
EACH | 0.0 |
| 2000 | 0134 | CUT & PLUG (150 MM) | 09413 | 15.000 |
15.000 |
$265.000 |
EACH | 0.0 |
| 1950 | 0135 | TEE 200MMX150MM | 07538 | 15.000 |
15.000 |
$51.000 |
EACH | 0.0 |
| 1970 | 0136 | CLEANOUT (150MM) | 09073 | 15.000 |
15.000 |
$250.000 |
EACH | 0.0 |
| 1920 | 0137 | RECONNECT SEWER SERVICE | 03444 | 15.000 |
15.000 |
$550.000 |
EACH | 0.1 |
Category Total $200,004.41 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0008 | CATEGORY Description | MOB / DEMOB |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2110 | 0214 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$3,732.960 |
LS | 0.0 |
| 2100 | 0219 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
Category Total $5,732.96 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0009 | CATEGORY Description | LANDSCAPING | BATH - CPES SUBSECTION I |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2030 | 0138 | WHITE ASH | 09102 | 150.000 |
235.000 |
$24.700 |
EACH | 0.0 |
| 2040 | 0139 | SYCAMORE | 09197 | 150.000 |
235.000 |
$24.700 |
EACH | 0.0 |
| 2050 | 0140 | ROUGH LEAF DOGWOOD | 09201 | 140.000 |
482.000 |
$24.700 |
EACH | 0.0 |
| 2060 | 0141 | HACKBERRY | 09208 | 140.000 |
225.000 |
$24.700 |
EACH | 0.0 |
| 2080 | 0142 | SHUMARK OAK | 09534 | 160.000 |
247.000 |
$24.700 |
EACH | 0.0 |
| 2070 | 0143 | BUR OAK | 09376 | 150.000 |
235.000 |
$24.700 |
EACH | 0.0 |
| 2020 | 0144 | WILLOW BUNDLE | 07539 | 680.000 |
680.000 |
$9.060 |
EACH | 0.0 |
| 8002 | 8002 | CHANNEL CHANGE SEEDING | 05982M | 0.000 |
11,938.000 |
$0.790 |
SQ M | 0.0 |
| 8003 | 8003 | EROSION CONTROL BLANKET | 05950M | 0.000 |
11,938.000 |
$2.460 |
SQ M | 0.0 |
Category Total $28,143.80 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0012 | CATEGORY Description | MOB / DEMOB |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2110 | 0215 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$20,531.280 |
LS | 0.2 |
| 2100 | 0220 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.1 |
Category Total $31,531.28 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0013 | CATEGORY Description | TRAINEES | BATH - CPES SUBSECTION M |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2090 | 0209 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,600.00 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0011 | CATEGORY Description | ROADWAY | MONTGOMERY - CPES SUBSECTION K |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0780 | 0145 | GRANULAR EMBANKMENT | 02223M | 674.800 |
1,050.000 |
$22.000 |
CU M | 0.1 |
| 0790 | 0146 | EMBANKMENT IN PLACE | 02230M | 56,780.800 |
56,780.800 |
$4.580 |
CU M | 2.0 |
| 1530 | 0147 | CONCRETE-CLASS A | 08100M | 2.130 |
2.130 |
$900.000 |
CU M | 0.0 |
| 1570 | 0148 | STEEL REINFORCEMENT | 08150M | 10.800 |
10.800 |
$1.500 |
KG | 0.0 |
| 1100 | 0149 | SAFELOADING | 02690M | 3.700 |
3.700 |
$250.000 |
CU M | 0.0 |
| 1120 | 0150 | SETTLEMENT PLATFORM | 02692 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0820 | 0151 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,040.130 |
1,040.130 |
$29.830 |
M | 0.2 |
| 0830 | 0152 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$28.250 |
EACH | 0.0 |
| 0890 | 0153 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,252.200 |
EACH | 0.0 |
| 0860 | 0154 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$1,187.450 |
EACH | 0.0 |
| 0870 | 0155 | REMOVE GUARDRAIL | 02381M | 87.300 |
87.300 |
$2.410 |
M | 0.0 |
| 1410 | 0156 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 1,054.760 |
1,054.760 |
$0.510 |
M | 0.0 |
| 1420 | 0157 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 2,146.590 |
2,146.590 |
$0.480 |
M | 0.0 |
| 1470 | 0158 | PAVEMENT MARKER TYPE V-BY | 06591 | 92.000 |
92.000 |
$19.500 |
EACH | 0.0 |
| 1040 | 0159 | SIGNS | 02562M | 19.790 |
19.790 |
$75.000 |
SQ M | 0.0 |
| 0720 | 0160 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
| 0740 | 0161 | REMOVE PAVEMENT | 02091M | 2,125.340 |
2,125.340 |
$2.500 |
SQ M | 0.0 |
| 0950 | 0162 | PLUG WATER WELL | 02475 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0340 | 0163 | CULVERT PIPE-450 MM | 00462M | 101.000 |
101.000 |
$110.000 |
M | 0.1 |
| 0270 | 0164 | ENTRANCE PIPE-375 MM | 00440M | 51.500 |
51.500 |
$75.000 |
M | 0.0 |
| 0310 | 0165 | ENTRANCE PIPE-750 MM | 00445M | 31.500 |
31.500 |
$100.000 |
M | 0.0 |
| 0430 | 0166 | PERFORATED PIPE-150 MM | 01001M | 31.300 |
991.300 |
$20.000 |
M | 0.0 |
| 0460 | 0167 | NON-PERFORATED PIPE-150 MM | 01011M | 15.000 |
15.000 |
$20.000 |
M | 0.0 |
| 0510 | 0168 | PERF PIPE HEADWALL TY 3-150 MM | 01029M | 1.000 |
1.000 |
$625.000 |
EACH | 0.0 |
| 0530 | 0169 | PERF PIPE HEADWALL TY 4-150 MM | 01033M | 1.000 |
1.000 |
$595.000 |
EACH | 0.0 |
| 1260 | 0170 | STEEL PIPE-63 MM | 03340M | 5.600 |
5.600 |
$60.000 |
M | 0.0 |
| 1290 | 0171 | STEEL PIPE-100 MM | 03343M | 5.600 |
5.600 |
$80.000 |
M | 0.0 |
| 0620 | 0172 | S & F BOX INLET-OUTLET-450 MM | 01450M | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0560 | 0173 | METAL END SECTION TY 1-375 MM | 01370M | 7.000 |
7.000 |
$525.000 |
EACH | 0.0 |
| 0600 | 0174 | METAL END SECTION TY 3-450 MM | 01391M | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 1360 | 0175 | SEEDING AND PROTECTION | 05985M | 21,320.710 |
21,320.710 |
$0.260 |
SQ M | 0.0 |
| 1330 | 0176 | TEMP SEEDING AND PROTECTION | 05953M | 2,220.000 |
2,220.000 |
$0.170 |
SQ M | 0.0 |
| 1390 | 0177 | SPECIAL SEEDING CROWN VETCH | 05989M | 13,730.000 |
13,730.000 |
$0.170 |
SQ M | 0.0 |
| 1350 | 0178 | TOPDRESSING FERTILIZER | 05966M | 1.300 |
1.300 |
$268.000 |
MTON | 0.0 |
| 1310 | 0179 | EROSION CONTROL BLANKET | 05950M | 2,012.000 |
2,012.000 |
$1.290 |
SQ M | 0.0 |
| 1160 | 0180 | SILT TRAP TYPE A | 02703 | 11.000 |
11.000 |
$175.000 |
EACH | 0.0 |
| 1190 | 0181 | CLEAN SILT TRAP TYPE A | 02706 | 33.000 |
33.000 |
$45.000 |
EACH | 0.0 |
| 1170 | 0182 | SILT CHECK | 02705 | 60.000 |
60.000 |
$125.000 |
EACH | 0.1 |
| 1210 | 0183 | CLEAN SILT CHECK | 02708 | 180.000 |
180.000 |
$35.000 |
EACH | 0.0 |
| 0970 | 0184 | CHANNEL LINING CLASS II | 02483M | 259.800 |
259.800 |
$17.500 |
MTON | 0.0 |
| 0990 | 0185 | CHANNEL LINING CLASS III | 02484M | 916.600 |
916.600 |
$17.500 |
MTON | 0.1 |
| 0920 | 0186 | R/W MARKER RURAL TYPE 1 | 02434 | 18.000 |
18.000 |
$62.200 |
EACH | 0.0 |
| 0710 | 0187 | ISLAND INTEGRAL CURB | 01845M | 11.160 |
11.160 |
$98.000 |
M | 0.0 |
| 1070 | 0188 | EDGE KEY MODIFIED | 02585M | 5.830 |
5.830 |
$300.000 |
M | 0.0 |
| 0120 | 0189 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 2.000 |
5,729.000 |
$15.000 |
MTON | 0.0 |
| 0040 | 0190 | CRUSHED STONE BASE | 00003M | 7,026.200 |
7,026.200 |
$19.850 |
MTON | 1.1 |
| 0010 | 0191 | D G A BASE | 00001M | 4,398.500 |
4,398.500 |
$20.550 |
MTON | 0.7 |
| 0090 | 0192 | TRAFFIC BOUND BASE | 00020M | 876.300 |
876.300 |
$11.000 |
MTON | 0.1 |
| 0250 | 0193 | ASPHALT CURING SEAL | 00358M | 28.100 |
28.100 |
$425.000 |
MTON | 0.1 |
| 0200 | 0194 | EMULSIFIED ASPHALT RS-2 | 00291M | 3.400 |
8.500 |
$550.000 |
MTON | 0.0 |
| 0130 | 0195 | ASPHALT SEAL AGGREGATE | 00100M | 29.000 |
71.000 |
$85.000 |
MTON | 0.0 |
| 0050 | 0196 | LIME STABILIZED ROADBED | 00013M | 25,524.500 |
25,524.500 |
$1.890 |
SQ M | 0.4 |
| 0070 | 0197 | LIME | 00014M | 478.700 |
478.700 |
$90.900 |
MTON | 0.3 |
| 1140 | 0198 | SAND FOR BLOTTER | 02702M | 68.900 |
68.900 |
$45.000 |
MTON | 0.0 |
| 0160 | 0199 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 511.500 |
511.500 |
$49.800 |
MTON | 0.2 |
| 0170 | 0200 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 7,238.800 |
7,238.800 |
$51.100 |
MTON | 2.9 |
| 0210 | 0201 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 705.200 |
705.200 |
$59.750 |
MTON | 0.3 |
| 0240 | 0202 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 791.000 |
791.000 |
$60.700 |
MTON | 0.4 |
| 1020 | 0203 | CLEARING AND GRUBBING MONTGOMERY CO - 5.562 HECTACRES | 02545 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 1240 | 0204 | STAKING MONTGOMERY CO | 02726 | 1.000 |
1.000 |
$17,500.000 |
LS | 0.1 |
| 1090 | 0205 | MAINTAIN & CONTROL TRAFFIC MONTGOMERY CO | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 0490 | 0206 | INSPECT & CERTIFY EDGE DRAIN SYSTEM MONTGOMERY CO | 01015 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.1 |
| 0480 | 0207 | INSPECT & CERTIFY EDGE DRAIN SYSTEM MONTGOMERY CO | 01015 | 1.000 |
1.000 |
$900.000 |
LS | 0.0 |
| 1060 | 0208 | QUALITY CONTROL MONTGOMERY CO | 02572 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8001 | 8001 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 0.000 |
17,400.000 |
$1.630 |
SQ M | 0.0 |
| 8006 | 8006 | TEMPORARY SILT FENCE | 02701M | 0.000 |
1,500.000 |
$7.900 |
M | 0.0 |
| 8008 | 8008 | CLEAN TEMPORARY SILT FENCE | 02709M | 0.000 |
3,000.000 |
$1.740 |
M | 0.0 |
| 8011 | 8011 | DIVERSIONS (BY-PASS DETOURS) DETOUR 200 | 02651 | 0.000 |
1.000 |
$39,780.000 |
LS | 0.0 |
| 8021 | 8021 | MILLED RUMBLE STRIPS Milled Rumble Strips - Montgomery Co. | 20314MD | 0.000 |
2,211.528 |
$0.950 |
M | 0.0 |
Category Total $1,306,580.23 |
| SM- Project | X121001104001 | CATEGORY NUMBER | 0014 | CATEGORY Description | FUEL ASPHALT ADJUSTMENT NON PARTICIPATING |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8013 | 8014 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
43,359.330 |
$1.000 |
DOLL | 0.0 |
| 8019 | 8023 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
28,514.260 |
$1.000 |
DOLL | 0.0 |
| 9009 | 8025 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
134,522.330 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |