|
Item List 030721 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030721 | Primary Project Number | X060055004001 |
| Contract Description | IMPROVEMENT TO KY550- REPLACE BRIDGES | ||
| Primary County | KNOTT | Fed/St Number | FD04 0550 011-012,FD04 060 758 |
| Vendor ID | 00349 | Vendor Name | BUSH & BURCHETT INC |
| Bid Amount | $ 2,032,680.83 | ||
| SM- Project | X060055004001 |
| Fed/State Number | FD04 060 0550 011-012 |
| Project Description | IMPROVEMENTS TO KY 550 IN HINDMAN |
| *********** |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0055 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0145 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$600.900 |
LS | 0.0 |
Category Total $600.90 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0066 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0450 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$600.900 |
LS | 0.0 |
Category Total $600.90 |
| SM- Project | X060055004001 | 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 | ROADWAY EXCAVATION | 02200 | 484.000 |
484.000 |
$18.000 |
CUYD | 0.4 |
| 0002 | CONCRETE-CLASS A | 08100 | 2.920 |
2.920 |
$1,000.000 |
CUYD | 0.1 |
| 0003 | STEEL REINFORCEMENT | 08150 | 8.000 |
8.000 |
$2.000 |
LB | 0.0 |
| 0004 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0005 | TEMPORARY GUARDRAIL | 02397 | 300.000 |
300.000 |
$9.000 |
LF | 0.1 |
| 0006 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 8,000.000 |
8,000.000 |
$0.300 |
LF | 0.1 |
| 0007 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 5,000.000 |
5,000.000 |
$0.300 |
LF | 0.1 |
| 0008 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | 87.000 |
87.000 |
$1.850 |
LF | 0.0 |
| 0009 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 130.000 |
70.000 |
$12.000 |
LF | 0.1 |
| 0010 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 235.000 |
235.000 |
$1.250 |
SQFT | 0.0 |
| 0011 | PAVE MARKING-PAINT PARKING LOT | 06571 | 147.000 |
147.000 |
$0.650 |
LF | 0.0 |
| 0012 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 14.000 |
10.000 |
$185.000 |
EACH | 0.1 |
| 0013 | TUBULAR MARKERS | 03225 | 14.000 |
14.000 |
$70.000 |
EACH | 0.0 |
| 0014 | SIGNS | 02562 | 366.000 |
366.000 |
$8.000 |
SQFT | 0.1 |
| 0015 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0016 | REMOVE CONCRETE SIDEWALK | 02721 | 506.000 |
506.000 |
$11.000 |
SQYD | 0.3 |
| 0017 | REMOVE CURB AND GUTTER | 01812 | 830.000 |
830.000 |
$5.000 |
LF | 0.2 |
| 0018 | REMOVE ASPHALT MEDIAN | 02008 | 272.000 |
272.000 |
$25.000 |
LF | 0.3 |
| 0019 | TEMPORARY RAMP (12-283.2) | 09643 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.1 |
| 0020 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | 41.000 |
41.000 |
$151.000 |
LF | 0.3 |
| 0021 | STORM SEWER PIPE-15 INCH | 00521 | 8.000 |
8.000 |
$45.000 |
LF | 0.0 |
| 0022 | STORM SEWER PIPE-18 INCH | 00522 | 361.000 |
361.000 |
$49.000 |
LF | 0.9 |
| 0023 | STORM SEWER PIPE-24 INCH | 00524 | 50.000 |
50.000 |
$66.000 |
LF | 0.2 |
| 0024 | CURB BOX INLET TYPE A | 01456 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.4 |
| 0025 | CURB BOX INLET TYPE B | 01480 | 9.000 |
9.000 |
$4,200.000 |
EACH | 1.9 |
| 0026 | DROP BOX INLET TYPE 14 | 01577 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.1 |
| 0027 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.1 |
| 0028 | ADJUST CATCH BASIN | 01709 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.2 |
| 0029 | TOPSOIL FURNISHED AND PLACED | 05997 | 20.000 |
20.000 |
$30.000 |
CUYD | 0.0 |
| 0030 | SODDING | 05990 | 850.000 |
850.000 |
$5.000 |
SQYD | 0.2 |
| 0031 | SILT CHECK | 02705 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0032 | CLEAN SILT CHECK | 02708 | 2.000 |
2.000 |
$1.000 |
EACH | 0.0 |
| 0033 | TEMPORARY SILT FENCE | 02701 | 300.000 |
300.000 |
$3.000 |
LF | 0.0 |
| 0034 | CLEAN TEMPORARY SILT FENCE | 02709 | 300.000 |
300.000 |
$0.010 |
LF | 0.0 |
| 0035 | CHANNEL LINING CLASS II | 02483 | 24.000 |
24.000 |
$25.000 |
TON | 0.0 |
| 0036 | CHANNEL LINING CLASS III | 02484 | 22.000 |
22.000 |
$25.000 |
TON | 0.0 |
| 0037 | FENCE-4 FT CHAIN LINK | 02273 | 96.000 |
0.000 |
$20.000 |
LF | 0.1 |
| 0038 | STANDARD CURB AND GUTTER | 01810 | 851.000 |
851.000 |
$20.000 |
LF | 0.8 |
| 0039 | EDGE KEY | 02585 | 122.000 |
122.000 |
$55.000 |
LF | 0.3 |
| 0040 | SIDEWALK-4 INCH CONCRETE | 02720 | 404.000 |
404.000 |
$51.000 |
SQYD | 1.0 |
| 0041 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 298.000 |
298.000 |
$60.000 |
SQYD | 0.9 |
| 0042 | ASPH PAVE MILLING & TEXTURING | 02677 | 131.000 |
131.000 |
$38.000 |
TON | 0.2 |
| 0043 | D G A BASE | 00001 | 750.000 |
750.000 |
$31.640 |
TON | 1.2 |
| 0044 | TRAFFIC BOUND BASE | 00020 | 50.000 |
50.000 |
$32.000 |
TON | 0.1 |
| 0045 | LEVELING AND WEDGING PG 70-22 | 09170 | 94.000 |
94.000 |
$87.500 |
TON | 0.4 |
| 0046 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 131.000 |
131.000 |
$74.500 |
TON | 0.5 |
| 0047 | CL3 ASPH BASE 1.00D PG70-22 | 00215 | 556.000 |
556.000 |
$79.750 |
TON | 2.2 |
| 0048 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 40.000 |
40.000 |
$87.500 |
TON | 0.2 |
| 0049 | CL3 ASPH SURF 0.50C PG70-22 | 00319 | 283.000 |
0.000 |
$93.750 |
TON | 1.3 |
| 0050 | CLEARING AND GRUBBING (1 ACRE) | 02545 | 1.000 |
1.000 |
$48,000.000 |
LS | 2.4 |
| 0051 | STAKING (12-283.20) | 02726 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.6 |
| 0052 | MAINTAIN & CONTROL TRAFFIC (12-283.20) | 02650 | 1.000 |
1.000 |
$17,000.000 |
LS | 0.8 |
| 0053 | REMOVE STRUCTURE (12-283.20) | 02731 | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 0054 | DIVERSIONS (BY-PASS DETOURS) (12-283.20) | 02651 | 1.000 |
1.000 |
$59,000.000 |
LS | 2.9 |
| 0055 | MOBILIZATION FOR MILL & TEXT (12-283.20) | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8007 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 0.000 |
60.000 |
$4.400 |
LF | 0.0 |
| 8008 | PAINTED ARROW | 92259NX | 0.000 |
10.000 |
$88.000 |
EACH | 0.0 |
| 8009 | EW~ PAVE MARKING-PAINT X-WALK-4 INCH | 10093EX | 0.000 |
70.000 |
$1.350 |
LF | 0.0 |
| 8022 | CL3 ASPH SURF 0.50C PG70-22 | 00319 | 0.000 |
483.000 |
$86.750 |
TON | 0.0 |
| 8023 | FENCE-WOVEN WIRE 6-FT-TEMPORARY | 02261 | 0.000 |
96.000 |
$10.000 |
LF | 0.0 |
Category Total $458,916.00 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0056 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 60.000 |
60.000 |
$36.000 |
CUYD | 0.1 |
| 0057 | REMOVE CONCRETE MASONRY | 02403 | 29.000 |
29.000 |
$180.000 |
CUYD | 0.3 |
| 0058 | MASONRY COATING | 02998 | 193.000 |
193.000 |
$12.000 |
SQYD | 0.1 |
| 0059 | CONCRETE-CLASS A | 08100 | 170.900 |
169.300 |
$480.000 |
CUYD | 4.0 |
| 0060 | CONCRETE-CLASS AA | 08104 | 71.700 |
71.700 |
$521.000 |
CUYD | 1.8 |
| 0061 | STEEL REINF-EPOXY COATED | 08151 | 6,954.000 |
6,954.000 |
$0.780 |
LB | 0.3 |
| 0062 | STEEL REINFORCEMENT | 08150 | 21,565.000 |
21,565.000 |
$0.690 |
LB | 0.7 |
| 0063 | PRECAST PC BOX BEAM CB17-48 | 08662 | 617.500 |
617.500 |
$135.000 |
LF | 4.1 |
| 0064 | ARCHITECTURAL TREATMENT | 07318 | 122.000 |
122.000 |
$54.000 |
SQYD | 0.3 |
| 0065 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | 119.700 |
119.700 |
$151.000 |
LF | 0.9 |
| 0066 | ARMORED EDGE FOR CONCRETE | 03299 | 76.000 |
76.000 |
$60.000 |
LF | 0.2 |
| 0067 | FOUNDATION PREPARATION (12-283.20) | 08003 | 1.000 |
1.000 |
$51,000.000 |
LS | 2.5 |
| 0068 | REMOVE SUPERSTRUCTURE (12-283.20) | 08301 | 1.000 |
1.000 |
$21,000.000 |
LS | 1.0 |
| 0069 | WALKWAY MODIFICATIONS (21-283.20) | 07442 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.1 |
| 8010 | PILES-STEEL HP12X53 | 08046 | 0.000 |
16.000 |
$33.000 |
LF | 0.0 |
| 8011 | PILE POINTS-12 INCH | 08094 | 0.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 8012 | SHEET PILING | 99113EC | 0.000 |
82.000 |
$15.000 |
SQFT | 0.0 |
Category Total $336,972.87 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | (RETAINING WALL BRIDGE & CULVERT) CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0070 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 5.000 |
5.000 |
$36.000 |
CUYD | 0.0 |
| 0071 | MASONRY COATING | 02998 | 88.000 |
88.000 |
$12.000 |
SQYD | 0.1 |
| 0072 | CONCRETE-CLASS A | 08100 | 32.000 |
32.000 |
$480.000 |
CUYD | 0.8 |
| 0073 | STEEL REINFORCEMENT | 08150 | 4,186.000 |
4,186.000 |
$0.690 |
LB | 0.1 |
| 0074 | ARCHITECTURAL TREATMENT | 07318 | 46.000 |
46.000 |
$54.000 |
SQYD | 0.1 |
| 0075 | FOUNDATION PREPARATION (12-283.30) (RETAINING WALL) | 08003 | 1.000 |
1.000 |
$7,200.000 |
LS | 0.4 |
Category Total $29,168.34 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0004 | CATEGORY Description | SEWER | CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0076 | SEWER PIPE-8 INCH | 01052 | 175.200 |
0.000 |
$50.000 |
LF | 0.4 |
| 0077 | SEWER PIPE-10 INCH | 01053 | 212.100 |
0.000 |
$65.000 |
LF | 0.7 |
| 0078 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 70.000 |
0.000 |
$100.000 |
LF | 0.3 |
| 0079 | SANITARY SEWER MANHOLE | 01799 | 6.000 |
0.000 |
$2,750.000 |
EACH | 0.8 |
| 0080 | FORCE MAIN CONNECTION (6") | 09221 | 1.000 |
0.000 |
$1,500.000 |
EACH | 0.1 |
| 0081 | TIE-IN 8 INCH | 03468 | 1.000 |
0.000 |
$1,500.000 |
EACH | 0.1 |
| 0082 | TIE-IN 10 INCH | 03470 | 1.000 |
0.000 |
$1,500.000 |
EACH | 0.1 |
| 0083 | CONC ENCASEMENT | 09289 | 13.000 |
0.000 |
$200.000 |
CUYD | 0.1 |
| 0084 | ABANDON PIPE 4 | 09320 | 161.000 |
161.000 |
$1.000 |
LF | 0.0 |
| 0085 | ABANDON MANHOLE | 09396 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.1 |
| 0086 | ABANDON SERVICE LINE | 07546 | 20.000 |
20.000 |
$1.000 |
LF | 0.0 |
| 0087 | TEMP SEWAGE PUMPING | 07547 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 0088 | GATE VALVE-6 INCH | 03526 | 2.000 |
2.000 |
$600.000 |
EACH | 0.1 |
| 8005 | EW~ MANHOLES INVOICE COST | 10090NX | 0.000 |
1.000 |
$3,501.180 |
LS | 0.0 |
| 8016 | EW~ PERMANENT SEWAGE PUMPING | 10090NX | 0.000 |
1.000 |
$9,370.000 |
LS | 0.0 |
| 8017 | EW~ MANHOLES INVOICE COST | 10090NX | 0.000 |
1.000 |
$3,501.180 |
LS | 0.0 |
Category Total $60,527.50 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0005 | CATEGORY Description | WATERLINE | CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0089 | DUCTILE IRON PIPE-6 INCH | 01093 | 224.000 |
267.000 |
$35.000 |
LF | 0.4 |
| 0090 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 100.000 |
100.000 |
$200.000 |
LF | 1.0 |
| 0091 | TIE-IN 6 INCH | 03466 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 0092 | ABANDON PIPE 3 | 09320 | 214.000 |
214.000 |
$1.000 |
LF | 0.0 |
| 8006 | INSTALL WATER METER | 03430 | 0.000 |
2.000 |
$600.000 |
EACH | 0.0 |
Category Total $31,054.00 |
| SM- Project | X060055004001 | 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 |
| 0093 | CONDUIT-1 1/4 INCH | 04793 | 210.000 |
210.000 |
$3.000 |
LF | 0.0 |
| 0094 | CONDUIT-2 1/2 INCH | 04796 | 25.000 |
25.000 |
$5.000 |
LF | 0.0 |
| 0095 | JUNCTION BOX-ELECTRICAL | 04810 | 3.000 |
3.000 |
$400.000 |
EACH | 0.1 |
| 0096 | TRENCHING AND BACKFILLING | 04820 | 210.000 |
210.000 |
$5.000 |
LF | 0.1 |
| 0097 | LOOP WIRE | 04830 | 560.000 |
560.000 |
$0.250 |
LF | 0.0 |
| 0098 | CABLE-NO. 14/5C | 04844 | 740.000 |
740.000 |
$0.750 |
LF | 0.0 |
| 0099 | CABLE-NO. 14/7C | 04845 | 110.000 |
110.000 |
$0.750 |
LF | 0.0 |
| 0100 | CABLE-NO. 14/1 PAIR | 04850 | 180.000 |
180.000 |
$0.750 |
LF | 0.0 |
| 0101 | POLE 35 FT WOODEN | 04871 | 3.000 |
3.000 |
$800.000 |
EACH | 0.1 |
| 0102 | MAST ARM POLE | 04881 | 2.000 |
2.000 |
$7,000.000 |
EACH | 0.7 |
| 0103 | SIGNAL PEDESTAL | 04882 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0104 | MESSENGER-10800 LB | 04885 | 150.000 |
150.000 |
$5.000 |
LF | 0.0 |
| 0105 | LOOP SAW SLOT AND FILL | 04895 | 220.000 |
220.000 |
$6.000 |
LF | 0.1 |
| 0106 | PEDESTRIAN DETECTOR | 04900 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 0107 | INSTALL CONTROLLER TYPE 170 | 04931 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.2 |
| 0108 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0109 | INST TEMP VIDEO CAMERA | 09331 | 3.000 |
3.000 |
$3,000.000 |
LF | 0.4 |
| 0110 | INST PEDESTRIAN HEAD-LED | 09619 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 0111 | INSTALL LED SIGNAL (3 SECTION) | 09800 | 8.000 |
8.000 |
$100.000 |
EACH | 0.0 |
| 0112 | INSTALL LED SIGNAL (4 SECTION) | 09800 | 3.000 |
3.000 |
$100.000 |
EACH | 0.0 |
| 0113 | INSTALL LED SIGNAL (5 SECTION) | 09800 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
Category Total $40,587.50 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0011 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0120 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$6,910.350 |
LS | 0.3 |
Category Total $6,910.35 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0022 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0125 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$5,107.650 |
LS | 0.3 |
Category Total $5,107.65 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0033 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0130 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$300.450 |
LS | 0.0 |
Category Total $300.45 |
| SM- Project | X060055004001 | CATEGORY NUMBER | 0044 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0140 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$901.350 |
LS | 0.0 |
Category Total $901.35 |
| SM- Project | X060758004001 |
| Fed/State Number | FD04 060 7588 |
| Project Description | IMPROVEMENTS TO KY 550 IN HINDMAN |
| *********** |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0007 | CATEGORY Description | ROADWAY | CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0114 | ROADWAY EXCAVATION | 02200 | 770.000 |
1,316.000 |
$18.000 |
CUYD | 0.7 |
| 0115 | CYCLOPEAN STONE RIP RAP | 08019 | 50.000 |
50.000 |
$25.000 |
TON | 0.1 |
| 0116 | CONCRETE-CLASS A | 08100 | 3.030 |
3.030 |
$1,000.000 |
CUYD | 0.1 |
| 0117 | STEEL REINFORCEMENT | 08150 | 23.000 |
23.000 |
$2.000 |
LB | 0.0 |
| 0118 | SAFELOADING | 02690 | 13.000 |
13.000 |
$250.000 |
CUYD | 0.2 |
| 0119 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 100.000 |
100.000 |
$12.000 |
LF | 0.1 |
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0121 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 1,720.000 |
1,720.000 |
$0.300 |
LF | 0.0 |
| 0122 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | 152.000 |
152.000 |
$1.850 |
LF | 0.0 |
| 0123 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 24.000 |
24.000 |
$12.000 |
LF | 0.0 |
| 0124 | PAVE MARKING-PAINT PARKING LOT | 06571 | 400.000 |
400.000 |
$0.650 |
LF | 0.0 |
| 0125 | SIGNS | 02562 | 148.000 |
148.000 |
$8.000 |
SQFT | 0.1 |
| 0126 | BARRICADE-TYPE III | 02014 | 9.000 |
9.000 |
$200.000 |
EACH | 0.1 |
| 0127 | REMOVE CONCRETE SIDEWALK | 02721 | 97.000 |
97.000 |
$11.000 |
SQYD | 0.1 |
| 0128 | REMOVE PAVEMENT | 02091 | 213.000 |
213.000 |
$10.000 |
SQYD | 0.1 |
| 0129 | REMOVE CURB AND GUTTER | 01812 | 130.000 |
130.000 |
$5.000 |
LF | 0.0 |
| 0130 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | 76.400 |
76.400 |
$151.000 |
LF | 0.6 |
| 0131 | STORM SEWER PIPE-15 INCH | 00521 | 142.000 |
142.000 |
$45.000 |
LF | 0.3 |
| 0132 | STORM SEWER PIPE-18 INCH | 00522 | 133.000 |
133.000 |
$49.000 |
LF | 0.3 |
| 0133 | STORM SEWER PIPE-24 INCH | 00524 | 101.000 |
101.000 |
$66.000 |
LF | 0.3 |
| 0134 | PVC PIPE-4 INCH | 03383 | 44.000 |
44.000 |
$10.000 |
LF | 0.0 |
| 0135 | CURB BOX INLET TYPE A | 01456 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.4 |
| 0136 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$4,200.000 |
EACH | 0.8 |
| 0137 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.1 |
| 0138 | DROP BOX INLET TYPE 10 | 01541 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.1 |
| 0139 | MANHOLE TYPE B | 01761 | 1.000 |
1.000 |
$9,000.000 |
EACH | 0.4 |
| 0140 | SEEDING AND PROTECTION | 05985 | 1,600.000 |
1,600.000 |
$1.000 |
SQYD | 0.1 |
| 0141 | TEMP SEEDING AND PROTECTION | 05953 | 160.000 |
160.000 |
$1.000 |
SQYD | 0.0 |
| 0142 | TOPSOIL FURNISHED AND PLACED | 05997 | 131.000 |
131.000 |
$30.000 |
CUYD | 0.2 |
| 0143 | SODDING | 05990 | 1,180.000 |
1,180.000 |
$5.000 |
SQYD | 0.3 |
| 0144 | SILT CHECK | 02705 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0145 | CLEAN SILT CHECK | 02708 | 2.000 |
2.000 |
$1.000 |
EACH | 0.0 |
| 0146 | TEMPORARY SILT FENCE | 02701 | 614.000 |
614.000 |
$3.000 |
LF | 0.1 |
| 0147 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,200.000 |
1,200.000 |
$0.010 |
LF | 0.0 |
| 0148 | CHANNEL LINING CLASS III | 02484 | 39.000 |
39.000 |
$25.000 |
TON | 0.0 |
| 0149 | STANDARD CURB AND GUTTER | 01810 | 719.000 |
719.000 |
$20.000 |
LF | 0.7 |
| 0150 | SIDEWALK-4 INCH CONCRETE | 02720 | 151.000 |
151.000 |
$51.000 |
SQYD | 0.4 |
| 0151 | ASPH PAVE MILLING & TEXTURING | 02677 | 31.000 |
31.000 |
$38.000 |
TON | 0.1 |
| 0152 | D G A BASE | 00001 | 565.000 |
565.000 |
$31.640 |
TON | 0.9 |
| 0153 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 371.000 |
371.000 |
$74.500 |
TON | 1.4 |
| 0154 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 161.000 |
161.000 |
$87.500 |
TON | 0.7 |
| 0155 | CLEARING AND GRUBBING (1.1 ACRES) | 02545 | 1.000 |
1.000 |
$29,000.000 |
LS | 1.4 |
| 0156 | STAKING (12-283.30) | 02726 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.6 |
| 0157 | MAINTAIN & CONTROL TRAFFIC (12-283.30) | 02650 | 1.000 |
1.000 |
$17,000.000 |
LS | 0.8 |
| 0158 | REMOVE STRUCTURE (12-283.30) | 02731 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.5 |
| 0159 | MOBILIZATION FOR MILL & TEXT (12-283.30) | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8004 | EW~ Remove Concrete Steps | 10090NX | 0.000 |
1.000 |
$1,200.000 |
LS | 0.0 |
| 8018 | DROP BOX INLET TYPE 12A | 01550 | 0.000 |
30.000 |
$295.000 |
LF | 0.0 |
| 8019 | NON-PERFORATED PIPE-8 INCH | 01012 | 0.000 |
105.000 |
$9.500 |
LF | 0.0 |
| 8020 | CONCRETE-CLASS A FOR STEPS | 02551 | 0.000 |
4.000 |
$1,000.000 |
CUYD | 0.0 |
| 8021 | HANDRAIL-TYPE A-2 | 02612 | 0.000 |
40.000 |
$70.000 |
LF | 0.0 |
| 8024 | EW~ CLOSE WALL AT STAIRWAY | 10090NX | 0.000 |
1.000 |
$300.000 |
LS | 0.0 |
Category Total $267,945.20 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | CPES SUBSECTION H |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0160 | STRUCTURE GRANULAR BACKFILL | 02231 | 543.000 |
543.000 |
$67.000 |
CUYD | 1.8 |
| 0161 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 76.000 |
86.400 |
$36.000 |
CUYD | 0.1 |
| 0162 | MASONRY COATING | 02998 | 797.000 |
797.000 |
$12.000 |
SQYD | 0.5 |
| 0163 | CONCRETE-CLASS A | 08100 | 422.200 |
422.200 |
$480.000 |
CUYD | 10.0 |
| 0164 | CONCRETE-CLASS AA | 08104 | 235.500 |
235.500 |
$521.000 |
CUYD | 6.0 |
| 0165 | CYCLOPEAN STONE RIP RAP | 08019 | 255.000 |
255.000 |
$25.000 |
TON | 0.3 |
| 0166 | PILES-STEEL HP12X53 | 08046 | 200.000 |
250.500 |
$33.000 |
LF | 0.3 |
| 0167 | PILE POINTS-12 INCH | 08094 | 12.000 |
12.000 |
$100.000 |
EACH | 0.1 |
| 0168 | TEST PILES | 08033 | 23.000 |
23.000 |
$33.000 |
LF | 0.0 |
| 0169 | STEEL REINF-EPOXY COATED | 08151 | 46,857.000 |
46,857.000 |
$0.780 |
LB | 1.8 |
| 0170 | STEEL REINFORCEMENT | 08150 | 71,234.000 |
71,234.000 |
$0.690 |
LB | 2.4 |
| 0171 | PRE-DRILLING FOR PILES | 08039 | 218.000 |
218.000 |
$1.000 |
LF | 0.0 |
| 0172 | PRECAST PC I BEAM TYPE 3 | 08633 | 706.400 |
706.400 |
$149.000 |
LF | 5.2 |
| 0173 | HANDRAIL-2 RAIL ALUMINUM | 08232 | 141.900 |
141.900 |
$118.000 |
LF | 0.8 |
| 0174 | ARCHITECTURAL TREATMENT | 07318 | 310.000 |
310.000 |
$54.000 |
SQYD | 0.8 |
| 0175 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | 316.200 |
316.200 |
$151.000 |
LF | 2.3 |
| 0176 | GRANULAR EMBANKMENT | 02223 | 58.000 |
58.000 |
$82.000 |
CUYD | 0.2 |
| 0177 | FABRIC-GEOTEXTILE TYPE I | 02596 | 313.000 |
313.000 |
$2.000 |
SQYD | 0.0 |
| 0178 | ARMORED EDGE FOR CONCRETE | 03299 | 56.200 |
56.200 |
$60.000 |
LF | 0.2 |
| 0179 | FOUNDATION PREPARATION (BRIDGE) | 08003 | 1.000 |
1.000 |
$40,000.000 |
LS | 2.0 |
| 0180 | ELECTRICAL CONDUIT (12-283.30) | 08269 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.3 |
Category Total $716,122.42 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER | CPES SUBSECTION I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0181 | SEWER PIPE-10 INCH | 01053 | 139.800 |
139.800 |
$65.000 |
LF | 0.4 |
| 0182 | SANITARY SEWER MANHOLE | 01799 | 2.000 |
2.000 |
$2,750.000 |
EACH | 0.3 |
| 0183 | TIE-IN 10 INCH | 03470 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.1 |
| 0184 | ABANDON PIPE 2 | 09320 | 135.000 |
135.000 |
$1.000 |
LF | 0.0 |
| 0185 | TEMP SEWAGE PUMPING | 07547 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 8000 | SEWER PIPE-8 INCH | 01052 | 0.000 |
4.000 |
$50.000 |
LF | 0.0 |
| 8001 | SEWER PIPE-4 INCH | 01050 | 0.000 |
350.000 |
$35.000 |
LF | 0.0 |
| 8002 | TIE-IN 4 INCH | 03464 | 0.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 8003 | EW~ Sewer Pipe Tee | 10094NX | 0.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 8013 | ADJUST MANHOLE | 01792 | 0.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 8014 | EW~ CLEAN OUT SEPTIC TANK | 10090NX | 0.000 |
1.000 |
$1,300.000 |
LS | 0.0 |
| 8015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
70.450 |
$31.640 |
TON | 0.0 |
Category Total $19,222.00 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0010 | CATEGORY Description | WATERLINE | CPES SUBSECTION J |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0186 | ABANDON PIPE 1 | 09320 | 20.000 |
20.000 |
$1.000 |
LF | 0.0 |
| 0187 | REMOVE FIRE HYDRANT | 03434 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0188 | REMOVE METER | 03423 | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 0189 | RELOCATE FIRE HYDRANT | 03433 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0190 | RELOCATE WATER METER | 03431 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
Category Total $2,920.00 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0011 | CATEGORY Description | LIGHTING | CPES SUBSECTION K |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0191 | DECORATIVE LIGHT POLE | 07548 | 3.000 |
3.000 |
$7,500.000 |
EACH | 1.1 |
| 0192 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 1.000 |
1.000 |
$12,000.000 |
EACH | 0.6 |
| 0193 | METAL HALIDE LUMINAIRE (250W) | 09311 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.1 |
| 0194 | FUSED CONNECTOR KIT | 04780 | 6.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0195 | CONDUIT-2 INCH | 04795 | 80.000 |
80.000 |
$4.000 |
LF | 0.0 |
| 0196 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0197 | TRENCHING AND BACKFILLING | 04820 | 80.000 |
80.000 |
$5.000 |
LF | 0.0 |
| 0198 | WIRE-NO. 12 | 04832 | 120.000 |
120.000 |
$0.250 |
LF | 0.0 |
| 0199 | WIRE-NO. 8 | 04833 | 500.000 |
500.000 |
$0.500 |
LF | 0.0 |
Category Total $39,200.00 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0077 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0300 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$3,905.850 |
LS | 0.2 |
Category Total $3,905.85 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0088 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0301 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$10,816.200 |
LS | 0.5 |
Category Total $10,816.20 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 0099 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0302 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$300.450 |
LS | 0.0 |
Category Total $300.45 |
| SM- Project | X060758004001 | CATEGORY NUMBER | 1111 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0303 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$600.900 |
LS | 0.0 |
Category Total $600.90 |