|
Item List 000753 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 000753 | Primary Project Number | X048042104002 |
| Contract Description | HARLAN-VIRGINIA STATE LINE ROAD (US421) | ||
| Primary County | HARLAN | Fed/St Number | FD04 048 0421 006-011 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 28,880,856.31 | ||
| SM- Project | X048042104002 |
| Fed/State Number | FD04 048 0421 006-011 |
| Project Description | HARLAN-VIRGINIA STATE LINE ROAD (US421) |
| *********** |
| SM- Project | X048042104002 | 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 | 682.000 |
708.000 |
$10.000 |
CU M | 0.0 |
| 0002 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 99.000 |
92.000 |
$37.000 |
CU M | 0.0 |
| 0003 | MASONRY COATING | 02998M | 1,026.000 |
228.000 |
$14.000 |
SQ M | 0.0 |
| 0004 | CONCRETE-CLASS A | 08100M | 390.800 |
450.800 |
$434.000 |
CU M | 0.6 |
| 0005 | STEEL REINFORCEMENT | 08150M | 50,084.000 |
58,454.000 |
$1.300 |
KG | 0.2 |
| 0006 | RETAINING WALL | 08018M | 981.000 |
0.000 |
$640.000 |
SQ M | 2.2 |
| 0007 | GRANULAR EMBANKMENT | 02223M | 143.000 |
147.553 |
$40.000 |
CU M | 0.0 |
| 0008 | ROADWAY EXCAVATION | 02200M | 1,429.000 |
335.000 |
$9.000 |
CU M | 0.0 |
| 0009 | HANDRAIL-TYPE A-2 | 02612M | 99.000 |
27.000 |
$210.000 |
M | 0.1 |
| 0010 | ROADWAY EXCAVATION | 02200M | 4,409,950.000 |
2,090,608.000 |
$3.060 |
CU M | 46.7 |
| 0011 | GRANULAR EMBANKMENT | 02223M | 1,550.000 |
1,550.000 |
$2.000 |
CU M | 0.0 |
| 0012 | DRAINAGE BLANKET-EMBANKMENT | 00021M | 2,158.000 |
2,158.000 |
$2.000 |
CU M | 0.0 |
| 0013 | CONCRETE-CLASS A | 08100M | 55.900 |
57.185 |
$700.000 |
CU M | 0.1 |
| 0014 | STEEL REINFORCEMENT | 08150M | 2,162.500 |
2,226.000 |
$2.200 |
KG | 0.0 |
| 0015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 4,724.400 |
4,724.400 |
$37.750 |
M | 0.6 |
| 0016 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 15.000 |
15.000 |
$50.000 |
EACH | 0.0 |
| 0017 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$3,100.000 |
EACH | 0.1 |
| 0018 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 8.000 |
8.000 |
$700.000 |
EACH | 0.0 |
| 0019 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$700.000 |
EACH | 0.0 |
| 0020 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.0 |
| 0021 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 12.000 |
0.000 |
$750.000 |
EACH | 0.0 |
| 0022 | REMOVE GUARDRAIL | 02381M | 137.150 |
137.150 |
$5.000 |
M | 0.0 |
| 0023 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 12,726.000 |
12,726.000 |
$0.980 |
M | 0.0 |
| 0024 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 9,912.000 |
9,912.000 |
$0.820 |
M | 0.0 |
| 0025 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 360.000 |
360.000 |
$8.500 |
M | 0.0 |
| 0026 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 360.000 |
360.000 |
$8.500 |
M | 0.0 |
| 0027 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 34.000 |
34.000 |
$20.000 |
M | 0.0 |
| 0028 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0029 | PAVEMENT MARKER TYPE V-MW | 06589 | 227.000 |
227.000 |
$37.250 |
EACH | 0.0 |
| 0030 | PAVEMENT MARKER TYPE V-BY | 06591 | 494.000 |
494.000 |
$37.250 |
EACH | 0.1 |
| 0031 | FLEXIBLE DELINEATOR POST-W | 06417 | 98.000 |
98.000 |
$40.250 |
EACH | 0.0 |
| 0032 | SIGNS | 02562M | 16.000 |
16.000 |
$200.000 |
SQ M | 0.0 |
| 0033 | REMOVE PAVEMENT | 02091M | 376.000 |
376.000 |
$5.000 |
SQ M | 0.0 |
| 0034 | CULVERT PIPE-450 MM | 00462M | 127.000 |
89.000 |
$118.400 |
M | 0.1 |
| 0035 | CULVERT PIPE-600 MM | 00464M | 259.300 |
229.300 |
$141.100 |
M | 0.1 |
| 0036 | CULVERT PIPE-750 MM | 00466M | 204.600 |
234.600 |
$159.000 |
M | 0.1 |
| 0037 | CULVERT PIPE-1050 MM | 00469M | 53.800 |
53.800 |
$239.800 |
M | 0.0 |
| 0038 | CULVERT PIPE-1500 MM | 00472M | 291.100 |
291.100 |
$421.000 |
M | 0.4 |
| 0039 | CULVERT PIPE-1650 MM | 00473M | 107.700 |
107.700 |
$455.300 |
M | 0.2 |
| 0040 | STORM SEWER PIPE-450 MM | 00522M | 195.600 |
176.500 |
$111.000 |
M | 0.1 |
| 0041 | STORM SEWER PIPE-600 MM | 00524M | 25.600 |
0.000 |
$130.100 |
M | 0.0 |
| 0042 | STORM SEWER PIPE-750 MM | 00526M | 219.600 |
115.600 |
$167.600 |
M | 0.1 |
| 0043 | STORM SEWER PIPE-1350 MM | 00531M | 114.300 |
114.300 |
$681.100 |
M | 0.3 |
| 0044 | ENTRANCE PIPE-375 MM | 00440M | 64.200 |
64.200 |
$88.300 |
M | 0.0 |
| 0045 | ENTRANCE PIPE-450 MM | 00441M | 96.000 |
96.000 |
$99.300 |
M | 0.0 |
| 0046 | ENTRANCE PIPE-750 MM | 00445M | 11.400 |
11.400 |
$134.600 |
M | 0.0 |
| 0047 | PERFORATED PIPE-200 MM | 01002M | 194.000 |
194.000 |
$26.500 |
M | 0.0 |
| 0048 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.0 |
| 0049 | DROP BOX INLET TYPE 1 | 01490 | 16.000 |
10.000 |
$2,200.000 |
EACH | 0.1 |
| 0050 | DROP BOX INLET TYPE 2 | 01493 | 5.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 0051 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 4.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0052 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 5.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 0053 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
3.000 |
$2,800.000 |
EACH | 0.0 |
| 0054 | JUNCTION BOX-30 INCH | 01644 | 2.000 |
0.000 |
$1,800.000 |
EACH | 0.0 |
| 0055 | MANHOLE TYPE A | 01756 | 1.000 |
0.000 |
$3,000.000 |
EACH | 0.0 |
| 0056 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0057 | SEEDING AND PROTECTION | 05985M | 475,750.000 |
475,750.000 |
$0.380 |
SQ M | 0.6 |
| 0058 | TEMP SEEDING AND PROTECTION | 05953M | 47,575.000 |
47,575.000 |
$0.300 |
SQ M | 0.0 |
| 0059 | SPECIAL SEEDING CROWN VETCH | 05989M | 84,488.000 |
84,488.000 |
$0.300 |
SQ M | 0.1 |
| 0060 | SODDING | 05990M | 500.000 |
500.000 |
$6.000 |
SQ M | 0.0 |
| 0061 | TOPDRESSING FERTILIZER | 05966M | 28.500 |
28.500 |
$550.000 |
MTON | 0.1 |
| 0062 | SILT TRAP TYPE B | 02704 | 44.000 |
44.000 |
$300.000 |
EACH | 0.0 |
| 0063 | CLEAN SILT TRAP TYPE B | 02707 | 132.000 |
132.000 |
$50.000 |
EACH | 0.0 |
| 0064 | SILT CHECK | 02705 | 26.000 |
26.000 |
$50.000 |
EACH | 0.0 |
| 0065 | CLEAN SILT CHECK | 02708 | 78.000 |
78.000 |
$10.000 |
EACH | 0.0 |
| 0066 | TEMPORARY SILT FENCE | 02701M | 3,573.000 |
3,573.000 |
$6.600 |
M | 0.1 |
| 0067 | CLEAN TEMPORARY SILT FENCE | 02709M | 10,719.000 |
10,719.000 |
$0.100 |
M | 0.0 |
| 0068 | CHANNEL LINING CLASS IV | 02488M | 10,783.000 |
10,783.000 |
$1.000 |
CU M | 0.0 |
| 0069 | FABRIC-GEOTEXTILE TYPE I | 02596M | 13,349.000 |
13,349.000 |
$0.010 |
SQ M | 0.0 |
| 0070 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 2,197.000 |
2,197.000 |
$0.010 |
SQ M | 0.0 |
| 0071 | R/W MARKER RURAL TYPE 1 | 02434 | 188.000 |
188.000 |
$100.000 |
EACH | 0.1 |
| 0072 | EDGE KEY MODIFIED | 02585M | 34.000 |
34.000 |
$95.000 |
M | 0.0 |
| 0073 | CRUSHED STONE BASE | 00003M | 41,425.000 |
0.000 |
$25.080 |
MTON | 3.6 |
| 0074 | TRAFFIC BOUND BASE | 00020M | 291.000 |
291.000 |
$18.000 |
MTON | 0.0 |
| 0075 | EMULSIFIED ASPHALT RS-2 | 00291M | 35.000 |
35.000 |
$450.000 |
MTON | 0.1 |
| 0076 | ASPHALT SEAL AGGREGATE | 00100M | 292.000 |
292.000 |
$60.000 |
MTON | 0.1 |
| 0077 | CL3 ASPH BASE 19.0E PG70-22 | 00224M00 | 11,759.000 |
0.000 |
$61.290 |
MTON | 2.5 |
| 0078 | CL3 ASPH BASE 19.0E PG64-22 | 00223M00 | 12,003.000 |
0.000 |
$55.520 |
MTON | 2.3 |
| 0079 | CL2 ASPH BASE 19.0E PG64-22 | 00221M00 | 7,204.000 |
0.000 |
$54.290 |
MTON | 1.4 |
| 0080 | CL3 ASPH SURF 12.5D PG70-22 | 00313M | 4,665.000 |
4,665.000 |
$69.080 |
MTON | 1.1 |
| 0082 | CLEARING AND GRUBBING (113.50 HECTACRES) | 02545 | 1.000 |
1.000 |
$470,000.000 |
LS | 1.6 |
| 0083 | STAKING | 02726 | 1.000 |
1.000 |
$265,600.000 |
LS | 0.9 |
| 0084 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$68,600.000 |
LS | 0.2 |
| 0135 | CL2 ASPH SURF 12.5E PG64-22 | 09024M00 | 2,868.000 |
2,868.000 |
$61.110 |
MTON | 0.6 |
| 0136 | QC | 0900900 | 1.000 |
1.000 |
$48,000.000 |
LS | 0.2 |
| 8001 | DROP BOX INLET TYPE 11 | 01544 | 0.000 |
1.000 |
$1,650.000 |
EACH | 0.0 |
| 8002 | CONCRETE-CLASS B | 02555M | 0.000 |
188.375 |
$392.000 |
CU M | 0.0 |
| 8003 | EW~ SLIDE REMOVAL | 10090NX | 0.000 |
0.000 |
$50,000.000 |
LS | 0.0 |
| 8004 | ENTRANCE PIPE-600 MM | 00443M | 0.000 |
15.000 |
$125.000 |
M | 0.0 |
| 8005 | PERFORATED PIPE-150 MM | 01001M | 0.000 |
1,000.000 |
$24.130 |
M | 0.0 |
| 8006 | NON-PERFORATED PIPE-150 MM | 01011M | 0.000 |
60.000 |
$30.000 |
M | 0.0 |
| 8007 | S & F BOX INLET-OUTLET-600 MM | 01451M | 0.000 |
1.000 |
$2,600.000 |
EACH | 0.0 |
| 8010 | DROP BOX INLET TYPE 1 | 01490 | 0.000 |
1.000 |
$8,000.000 |
EACH | 0.0 |
| 8011 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 8012 | FOUNDATION PREPARATION STA 7+187 | 08003 | 0.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 8013 | CHAIN LINK FENCE-1.8 M | 08711M | 0.000 |
40.000 |
$137.750 |
M | 0.0 |
| 8014 | EW~ DESIGN FEE VE CO #4 | 10090NX | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8015 | VALUE ENGINEERING GRAVITY WALL IN LIEU OF MSE WALL | 10120NS | 0.000 |
1.000 |
$208,081.940 |
LS | 0.0 |
| 8016 | CL3 ASPH BASE 25.0D PG70-22 25.0E | 00215M | 0.000 |
11,759.000 |
$61.290 |
MTON | 0.0 |
| 8017 | CL3 ASPH BASE 25.0D PG64-22 25.0E | 00214M | 0.000 |
12,003.000 |
$55.520 |
MTON | 0.0 |
| 8018 | CL2 ASPH BASE 25.0D PG64-22 25.0E | 00212M | 0.000 |
7,204.000 |
$54.290 |
MTON | 0.0 |
| 8019 | ENTRANCE PIPE-900 MM | 00445MX | 0.000 |
18.400 |
$196.000 |
M | 0.0 |
| 8020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 0.000 |
16,581.470 |
$37.880 |
MTON | 0.0 |
| 8021 | PERFORATED PIPE-100 MM | 01000M | 0.000 |
9,762.320 |
$16.240 |
M | 0.0 |
| 8022 | NON-PERFORATED PIPE-100 MM | 01010M | 0.000 |
292.572 |
$27.900 |
M | 0.0 |
| 8023 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 0.000 |
23.000 |
$450.000 |
EACH | 0.0 |
| 8024 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | 0.000 |
7.000 |
$450.000 |
EACH | 0.0 |
| 8025 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 0.000 |
98.000 |
$450.000 |
EACH | 0.0 |
| 8026 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 0.000 |
129.800 |
$82.670 |
MTON | 0.0 |
| 8027 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 0.000 |
1.000 |
$11,400.000 |
LS | 0.0 |
| 8028 | EW~ SLIDE REMOVAL ADDTIONAL | 10090NX | 0.000 |
0.000 |
$140,000.000 |
LS | 0.0 |
| 8030 | CONCRETE-CLASS B Modified | 02555M | 0.000 |
40.000 |
$240.000 |
CU M | 0.0 |
| 8031 | PERF PIPE HEADWALL TY 1-150 MM A113 | 01021M | 0.000 |
9.000 |
$425.000 |
EACH | 0.0 |
| 8032 | PERF PIPE HEADWALL TY 3-150 MM | 01029M | 0.000 |
10.000 |
$450.000 |
EACH | 0.0 |
| 8033 | CULVERT PIPE-900 MM | 00468M | 0.000 |
25.600 |
$250.000 |
M | 0.0 |
| 8034 | S & F BOX INLET-OUTLET-900 MM | 01453M | 0.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 8036 | EW~ SLIDE REMOVAL (RT CL STA 5+635) | 10090NX | 0.000 |
0.000 |
$50,000.000 |
LS | 0.0 |
| 8037 | EW~ WASTE REIMBURSEMENT | 10098NX | 0.000 |
738,076.300 |
$1.000 |
DOLL | 0.0 |
| 8038 | ROADWAY EXCAVATION SPECIAL | 02200M | 0.000 |
2,228,299.000 |
$3.760 |
CU M | 0.0 |
| 8039 | EW~ MINE DRAIN PIPE | 10090NX | 0.000 |
0.000 |
$30,000.000 |
LS | 0.0 |
| 8040 | D G A BASE | 00001M | 0.000 |
40,392.870 |
$25.080 |
MTON | 0.0 |
| 8041 | EW~ WATER INTAKE RELOCATION | 10090NX | 0.000 |
1.000 |
$22,575.000 |
LS | 0.0 |
| 8042 | ASPHALT PLACEMENT WITH MTV | 00338M | 0.000 |
4,665.000 |
$1.000 |
MTON | 0.0 |
| 8043 | MILLET | 20604MX | 0.000 |
200.000 |
$0.460 |
KG | 0.0 |
| 8044 | EW~ STEEL PRICE ADJUSTMENT | 10098NX | 0.000 |
48,870.360 |
$1.000 |
DOLL | 0.0 |
| 8045 | ISLAND HEADER CURB TYPE 2 | 01891M | 0.000 |
122.000 |
$137.790 |
M | 0.0 |
| 8046 | VALUE ENGINEERING | 10121NX | 0.000 |
140,433.580 |
$1.000 |
DOLL | 0.0 |
| 8047 | EW~ Slide Removal RT Sta 4+650 | 10090NX | 0.000 |
1.000 |
$12,454.850 |
LS | 0.0 |
| 8048 | STEEL PRICE ADJUSTMENT GRAIL | 10100NS | 0.000 |
21,835.740 |
$1.000 |
DOLL | 0.0 |
| 8049 | EW~ Slide Removal Sta 9+500 | 10090NX | 0.000 |
1.000 |
$151,000.000 |
LS | 0.0 |
| 8050 | EW~ Slide Removal Sta 5+635 | 10090NX | 0.000 |
1.000 |
$6,897.000 |
LS | 0.0 |
| 8051 | EW~ Slide Removal Sta 5+680 | 10090NX | 0.000 |
1.000 |
$43,064.000 |
LS | 0.0 |
| 8052 | EW~ Slide Removal Sta 6+440 | 10090NX | 0.000 |
1.000 |
$18,970.000 |
LS | 0.0 |
| 8053 | GUARDRAIL CONNECTOR TO BRIDGE END TY A Modified | 02363 | 0.000 |
12.000 |
$2,420.000 |
EACH | 0.0 |
| 8054 | REIMBURSEMENT Storm Sewer and Culv pipe delivered to Maint Lot | 10299N | 0.000 |
6,200.000 |
$1.000 |
DOLL | 0.0 |
| 8055 | EW~ Administrative Claim Settlement | 10090NX | 0.000 |
0.000 |
$181,000.000 |
LS | 0.0 |
| 8058 | FUEL ADJUSTMENT Price Adjustment | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8059 | ASPHALT ADJUSTMENT Price Adjustment | 10030NS | 0.000 |
-0.001 |
$1.000 |
DOLL | 0.0 |
| 8060 | RIDE QUALITY ADJUSTMENT ASPH | 10050NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8061 | NON-SPEC. MATERIAL TY IV FILTER FABRIC | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8063 | LOT PAY ADJUSTMENT All Asph. Mixes | 10000NS | 0.000 |
-0.001 |
$1.000 |
DOLL | 0.0 |
| 8999 | EW~ Administrative Settlement | 10090NX | 0.000 |
1.000 |
$181,000.000 |
LS | 0.0 |
| 9064 | NON-SPEC. MATERIAL formally E009 | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $19,801,777.92 |
| SM- Project | X048042104002 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | STA 6+050.00 - CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0086 | STRUCTURE GRANULAR BACKFILL | 02231M | 145.000 |
145.000 |
$70.000 |
CU M | 0.0 |
| 0087 | STRUCTURE EXCAVATION-COMMON | 08001M | 1,709.000 |
1,709.000 |
$10.000 |
CU M | 0.1 |
| 0088 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 520.000 |
520.000 |
$37.000 |
CU M | 0.1 |
| 0089 | MASONRY COATING | 02998M | 3,740.000 |
3,740.000 |
$14.000 |
SQ M | 0.2 |
| 0090 | CONCRETE-CLASS A | 08100M | 1,941.900 |
1,941.900 |
$434.000 |
CU M | 2.9 |
| 0091 | CONCRETE-CLASS AAA | 08105M | 783.400 |
783.400 |
$520.000 |
CU M | 1.4 |
| 0092 | STEEL REINF-EPOXY COATED | 08151M | 150,083.000 |
150,083.000 |
$1.340 |
KG | 0.7 |
| 0093 | STEEL REINFORCEMENT | 08150M | 180,446.000 |
180,446.000 |
$1.300 |
KG | 0.8 |
| 0094 | PRECAST PC I BEAM TYPE 6 | 08635M | 1,016.800 |
1,016.800 |
$530.000 |
M | 1.9 |
| 0095 | EXPANSION DAM-50 MM NEOPRENE | 08470M | 31.400 |
31.400 |
$294.000 |
M | 0.0 |
| 0097 | STRUCTURAL STEEL (6+050+000) (APPROX 10380 | 08160 | 1.000 |
1.000 |
$43,800.000 |
LS | 0.2 |
| 0098 | ELECTRICAL CONDUIT (6+050.000) | 08269 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.0 |
| 0137 | COFFERDAM PIER 2 (6+050.000) | 0803800 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.2 |
| 0138 | COFFERDAM PIER 3 (6+050.000) | 0804500 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 8056 | MASS CONCRETE Formerly B015 | 10040NS | 0.000 |
-0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $2,495,119.22 |
| SM- Project | X048042104002 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | STA 6+716.995 - CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0100 | STRUCTURE GRANULAR BACKFILL | 02231M | 209.000 |
209.000 |
$70.000 |
CU M | 0.1 |
| 0101 | STRUCTURE EXCAVATION-COMMON | 08001M | 333.000 |
333.000 |
$10.000 |
CU M | 0.0 |
| 0102 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 948.000 |
948.000 |
$37.000 |
CU M | 0.1 |
| 0103 | MASONRY COATING | 02998M | 914.000 |
914.000 |
$14.000 |
SQ M | 0.0 |
| 0104 | CONCRETE-CLASS A | 08100M | 619.000 |
619.000 |
$434.000 |
CU M | 0.9 |
| 0105 | CONCRETE-CLASS AAA | 08105M | 427.700 |
427.700 |
$520.000 |
CU M | 0.8 |
| 0106 | PILES-STEEL HP310X79 | 08046M | 207.000 |
207.000 |
$1.000 |
M | 0.0 |
| 0107 | PILE POINTS-12 INCH | 08094 | 25.000 |
25.000 |
$1.000 |
EACH | 0.0 |
| 0108 | TEST PILES | 08033M | 18.000 |
18.000 |
$1.000 |
M | 0.0 |
| 0109 | STEEL REINF-EPOXY COATED | 08151M | 74,566.000 |
74,566.000 |
$1.340 |
KG | 0.3 |
| 0110 | STEEL REINFORCEMENT | 08150M | 44,805.000 |
44,805.000 |
$1.300 |
KG | 0.2 |
| 0111 | PRECAST PC I BEAM TYPE 4 | 08634M | 455.500 |
455.500 |
$428.000 |
M | 0.7 |
| 0112 | EXPANSION DAM-50 MM NEOPRENE | 08470M | 54.000 |
54.000 |
$294.000 |
M | 0.1 |
| 0114 | COFFERDAM (PIER 1) | 08037 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 0115 | STRUCTURAL STEEL (6+716.995) (APPROX 1916K | 08160 | 1.000 |
1.000 |
$11,760.000 |
LS | 0.0 |
| 0116 | ELECTRICAL CONDUIT (6+716.995) | 08269 | 1.000 |
1.000 |
$5,200.000 |
LS | 0.0 |
| 0139 | COFFERDAM PIER 2 (6+716+995) | 0803800 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8057 | MASS CONCRETE Formally D021 | 10040NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $945,086.94 |
| SM- Project | X048042104002 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | STA 7+499.00 - CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0117 | STRUCTURE GRANULAR BACKFILL | 02231M | 75.000 |
75.000 |
$70.000 |
CU M | 0.0 |
| 0118 | STRUCTURE EXCAVATION-COMMON | 08001M | 2,300.000 |
2,826.000 |
$10.000 |
CU M | 0.1 |
| 0119 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,090.000 |
1,730.000 |
$37.000 |
CU M | 0.1 |
| 0120 | MASONRY COATING | 02998M | 2,539.000 |
2,539.000 |
$14.000 |
SQ M | 0.1 |
| 0121 | CONCRETE-CLASS A | 08100M | 4,242.700 |
4,183.700 |
$434.000 |
CU M | 6.4 |
| 0122 | CONCRETE-CLASS AAA | 08105M | 1,319.300 |
1,319.300 |
$520.000 |
CU M | 2.4 |
| 0123 | PILES-STEEL HP310X79 | 08046M | 1,930.000 |
86.000 |
$1.000 |
M | 0.0 |
| 0124 | PILE POINTS-12 INCH (310 MM) | 08094 | 120.000 |
0.000 |
$1.000 |
EACH | 0.0 |
| 0125 | TEST PILES | 08033M | 50.000 |
6.000 |
$1.000 |
M | 0.0 |
| 0126 | STEEL REINF-EPOXY COATED | 08151M | 265,409.000 |
265,409.000 |
$1.340 |
KG | 1.2 |
| 0127 | STEEL REINFORCEMENT | 08150M | 427,948.000 |
451,602.000 |
$1.300 |
KG | 1.9 |
| 0128 | PRECAST PC I BEAM TYPE 6 | 08635M | 1,707.500 |
1,707.500 |
$530.000 |
M | 3.1 |
| 0129 | EXPANSION DAM-100 MM NEOPRENE | 08472M | 32.400 |
32.400 |
$395.000 |
M | 0.0 |
| 0133 | STRUCTURAL STEEL (7+499.000) (APPROX 13029 | 08160 | 1.000 |
1.000 |
$72,300.000 |
LS | 0.3 |
| 0134 | ELECTRICAL CONDUIT (7+499.000) | 08269 | 1.000 |
1.000 |
$10,700.000 |
LS | 0.0 |
| 0140 | COFFERDAM PIER 3 (7+499.000) | 0804500 | 1.000 |
0.000 |
$60,000.000 |
LS | 0.2 |
| 0141 | COFFERDAM PIER 4 | 0804100 | 1.000 |
0.000 |
$60,000.000 |
LS | 0.2 |
| 0142 | COFFERDAM PIER 5 | 0804300 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.2 |
| 8000 | COFFERDAM Pier 3 (7+499) REV | 08037 | 0.000 |
1.000 |
$91,500.000 |
LS | 0.0 |
| 8009 | COFFERDAM PIER 4 (7+499) | 08037 | 0.000 |
1.000 |
$74,100.000 |
LS | 0.0 |
Category Total $4,726,347.26 |
| SM- Project | X048042104002 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION | CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0143 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$493,000.000 |
LS | 1.7 |
| 0144 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$419,524.970 |
LS | 1.5 |
| 8062 | NON-SPEC. MATERIAL EPOXY STEEL REINFORCEMENT | 10070NS | 0.000 |
-0.001 |
$1.000 |
DOLL | 0.0 |
| 8064 | NON-SPEC. MATERIAL LIQUID ASPHALT PG70-22 | 10070NS | 0.000 |
0.001 |
$0.000 |
DOLL | 0.0 |
Category Total $912,524.97 |