|
Item List 051055 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051055 | Primary Project Number | DE118025W05W1 |
| Contract Description | WILLIAMSBURG-GOLDBUG ROAD (US 25W) | ||
| Primary County | WHITLEY | Fed/St Number | GR05D136 |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 7,866,512.17 | ||
| SM- Project | DE118025W05W1 |
| Fed/State Number | FD04 118 025W 011-017 |
| Project Description | WILLIAMSBURG-GOLDBUG ROAD (US 25W) |
| *********** |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 14,561.000 |
19,617.000 |
$19.320 |
TON | 3.6 |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | 10.000 |
10.000 |
$111.250 |
TON | 0.0 |
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | 1,635.000 |
1,635.000 |
$54.430 |
TON | 1.1 |
| 0040 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 8,838.000 |
13,529.000 |
$50.090 |
TON | 5.6 |
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 4,847.000 |
9,323.000 |
$51.600 |
TON | 3.2 |
| 0060 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 7,074.000 |
5,606.000 |
$58.130 |
TON | 5.2 |
| 0070 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 3,137.000 |
3,387.000 |
$53.490 |
TON | 2.1 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 1.100 |
1.100 |
$500.000 |
TON | 0.0 |
| 0090 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 4,871.000 |
0.000 |
$78.940 |
TON | 4.9 |
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | 305.000 |
395.000 |
$27.000 |
LF | 0.1 |
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | 331.000 |
471.000 |
$31.000 |
LF | 0.1 |
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | 155.000 |
155.000 |
$39.000 |
LF | 0.1 |
| 0130 | CULVERT PIPE-18 INCH | 00462 | 44.200 |
44.200 |
$55.000 |
LF | 0.0 |
| 0140 | CULVERT PIPE-24 INCH | 00464 | 39.900 |
39.900 |
$68.000 |
LF | 0.0 |
| 0150 | CULVERT PIPE-30 INCH | 00466 | 36.500 |
36.500 |
$80.000 |
LF | 0.0 |
| 0160 | CULVERT PIPE-54 INCH | 00471 | 58.700 |
58.700 |
$190.000 |
LF | 0.1 |
| 0170 | CULVERT PIPE-54 INCH EQUIV | 00500 | 90.700 |
90.700 |
$206.000 |
LF | 0.2 |
| 0180 | STORM SEWER PIPE-15 INCH | 00521 | 1,136.400 |
1,136.400 |
$30.000 |
LF | 0.4 |
| 0190 | STORM SEWER PIPE-18 INCH | 00522 | 5,366.200 |
5,436.200 |
$40.000 |
LF | 2.7 |
| 0200 | STORM SEWER PIPE-24 INCH | 00524 | 722.200 |
722.200 |
$50.000 |
LF | 0.5 |
| 0210 | STORM SEWER PIPE-30 INCH | 00526 | 89.100 |
89.100 |
$85.000 |
LF | 0.1 |
| 0220 | STORM SEWER PIPE-36 INCH | 00528 | 539.000 |
539.000 |
$81.000 |
LF | 0.6 |
| 0230 | STORM SEWER PIPE-42 INCH | 00529 | 707.100 |
707.100 |
$95.000 |
LF | 0.9 |
| 0240 | PERFORATED PIPE-4 INCH | 01000 | 40.000 |
140.000 |
$16.000 |
LF | 0.0 |
| 0250 | NON-PERFORATED PIPE-4 INCH | 01010 | 4.000 |
24.000 |
$12.000 |
LF | 0.0 |
| 0260 | REMOVE PIPE | 01310 | 1,887.000 |
1,887.000 |
$12.000 |
LF | 0.3 |
| 0270 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0280 | METAL END SECTION TY 1-15 INCH | 01370 | 16.000 |
16.000 |
$700.000 |
EACH | 0.1 |
| 0290 | METAL END SECTION TY 1-18 INCH | 01371 | 12.000 |
12.000 |
$1,000.000 |
EACH | 0.2 |
| 0300 | METAL END SECTION TY 1-24 INCH | 01373 | 6.000 |
6.000 |
$1,400.000 |
EACH | 0.1 |
| 0310 | METAL END SECTION TY 3-18 INCH | 01391 | 11.000 |
15.000 |
$600.000 |
EACH | 0.1 |
| 0320 | METAL END SECTION TY 3-24 INCH | 01393 | 4.000 |
4.000 |
$800.000 |
EACH | 0.0 |
| 0330 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.1 |
| 0340 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0350 | CURB BOX INLET TYPE A | 01456 | 71.000 |
71.000 |
$3,000.000 |
EACH | 2.7 |
| 0360 | CURB BOX INLET TYPE A B | 01457 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0370 | CURB BOX INLET TYPE F | 01487 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.1 |
| 0380 | DROP BOX INLET TYPE 3 | 01496 | 19.000 |
19.000 |
$2,400.000 |
EACH | 0.6 |
| 0390 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0400 | REMOVE INLET | 01718 | 8.000 |
8.000 |
$300.000 |
EACH | 0.0 |
| 0410 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0420 | MANHOLE TYPE A | 01756 | 3.000 |
3.000 |
$3,500.000 |
EACH | 0.1 |
| 0430 | REMOVE MANHOLE | 01787 | 4.000 |
14.000 |
$1,000.000 |
EACH | 0.1 |
| 0440 | RECONSTRUCT MANHOLE | 01789 | 10.000 |
10.000 |
$2,400.000 |
EACH | 0.3 |
| 0450 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 6.000 |
6.000 |
$450.000 |
EACH | 0.0 |
| 0460 | STANDARD CURB AND GUTTER | 01810 | 14,411.200 |
14,511.200 |
$18.000 |
LF | 3.3 |
| 0470 | STANDARD HEADER CURB | 01875 | 488.400 |
488.400 |
$25.000 |
LF | 0.2 |
| 0480 | BARRICADE-TYPE III | 02014 | 6.000 |
6.000 |
$250.000 |
EACH | 0.0 |
| 0490 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 2,499.500 |
2,536.000 |
$60.630 |
SQYD | 1.9 |
| 0500 | TEMPORARY DITCH | 02159 | 10,750.000 |
10,750.000 |
$1.000 |
LF | 0.1 |
| 0510 | ROADWAY EXCAVATION | 02200 | 144,147.000 |
149,797.000 |
$7.870 |
CUYD | 14.4 |
| 0520 | GRANULAR EMBANKMENT | 02223 | 600.000 |
6,750.000 |
$30.000 |
CUYD | 0.2 |
| 0530 | WATER | 02242 | 890.000 |
890.000 |
$5.000 |
MGAL | 0.1 |
| 0540 | FENCE-6 FT CHAIN LINK | 02274 | 915.300 |
1,515.300 |
$14.200 |
LF | 0.2 |
| 0550 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 4,468.600 |
4,748.600 |
$14.850 |
LF | 0.8 |
| 0560 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 10.000 |
12.000 |
$50.000 |
EACH | 0.0 |
| 0570 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 25.000 |
25.000 |
$2,995.000 |
EACH | 1.0 |
| 0580 | REMOVE GUARDRAIL | 02381 | 1,580.000 |
1,580.000 |
$1.500 |
LF | 0.0 |
| 0590 | R/W MARKER RURAL TYPE 1 | 02434 | 28.000 |
28.000 |
$70.000 |
EACH | 0.0 |
| 0600 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 141.000 |
141.000 |
$65.000 |
EACH | 0.1 |
| 0610 | CHANNEL LINING CLASS II | 02483 | 2,398.000 |
2,398.000 |
$14.000 |
TON | 0.4 |
| 0620 | CHANNEL LINING CLASS III | 02484 | 1,286.000 |
1,286.000 |
$14.500 |
TON | 0.2 |
| 0630 | CLEARING AND GRUBBING 30 ACRES | 02545 | 1.000 |
1.000 |
$110,000.000 |
LS | 1.4 |
| 0640 | SIGNS | 02562 | 865.300 |
865.300 |
$12.000 |
SQFT | 0.1 |
| 0650 | EDGE KEY | 02585 | 438.800 |
438.800 |
$90.240 |
LF | 0.5 |
| 0660 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 13,634.000 |
30,734.000 |
$2.000 |
SQYD | 0.3 |
| 0670 | REMOVE HEADWALL | 02625 | 11.000 |
11.000 |
$250.000 |
EACH | 0.0 |
| 0680 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$120,000.000 |
LS | 1.5 |
| 0690 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.4 |
| 0700 | LANE CLOSURE | 02653 | 10.000 |
10.000 |
$2,500.000 |
EACH | 0.3 |
| 0710 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$15,000.000 |
EACH | 0.8 |
| 0720 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,800.000 |
LS | 0.0 |
| 0730 | ASPH PAVE MILLING & TEXTURING | 02677 | 231.000 |
331.000 |
$37.300 |
TON | 0.1 |
| 0740 | SAFELOADING | 02690 | 19.900 |
84.900 |
$150.000 |
CUYD | 0.0 |
| 0750 | TEMPORARY SILT FENCE | 02701 | 2,221.000 |
7,721.000 |
$3.000 |
LF | 0.1 |
| 0760 | SILT TRAP TYPE A | 02703 | 29.000 |
29.000 |
$350.000 |
EACH | 0.1 |
| 0770 | SILT TRAP TYPE B | 02704 | 219.000 |
219.000 |
$300.000 |
EACH | 0.8 |
| 0780 | CLEAN SILT TRAP TYPE A | 02706 | 87.000 |
87.000 |
$100.000 |
EACH | 0.1 |
| 0790 | CLEAN SILT TRAP TYPE B | 02707 | 657.000 |
657.000 |
$100.000 |
EACH | 0.8 |
| 0800 | CLEAN TEMPORARY SILT FENCE | 02709 | 6,663.000 |
6,663.000 |
$0.250 |
LF | 0.0 |
| 0810 | SIDEWALK-4 INCH CONCRETE | 02720 | 6,191.500 |
6,191.500 |
$29.000 |
SQYD | 2.3 |
| 0820 | STAKING | 02726 | 1.000 |
1.000 |
$92,000.000 |
LS | 1.2 |
| 0830 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.2 |
| 0840 | EROSION CONTROL BLANKET | 05950 | 7,866.000 |
7,866.000 |
$1.250 |
SQYD | 0.1 |
| 0850 | TEMPORARY MULCH | 05952 | 183,920.000 |
183,920.000 |
$0.120 |
SQYD | 0.3 |
| 0860 | SEEDING AND PROTECTION | 05985 | 117,179.000 |
117,179.000 |
$0.200 |
SQYD | 0.3 |
| 0870 | SPECIAL SEEDING CROWN VETCH | 05989 | 12,909.000 |
12,909.000 |
$0.170 |
SQYD | 0.0 |
| 0880 | SODDING | 05990 | 20,638.000 |
20,638.000 |
$3.750 |
SQYD | 1.0 |
| 0890 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 40,500.000 |
135,500.000 |
$0.260 |
LF | 0.1 |
| 0900 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 4,450.000 |
4,450.000 |
$0.260 |
LF | 0.0 |
| 0910 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 188.000 |
188.000 |
$0.800 |
LF | 0.0 |
| 0920 | PAVE STRIPING-THERMO-4 INCH W | 06540 | 20,400.000 |
20,400.000 |
$0.450 |
LF | 0.1 |
| 0930 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | 23,550.000 |
23,550.000 |
$0.450 |
LF | 0.1 |
| 0940 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,600.000 |
1,600.000 |
$1.250 |
LF | 0.0 |
| 0950 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,400.000 |
2,400.000 |
$1.250 |
LF | 0.0 |
| 0960 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 2,150.000 |
2,150.000 |
$0.800 |
SQFT | 0.0 |
| 0970 | PAVEMENT MARKER TYPE V-MW | 06589 | 450.000 |
450.000 |
$18.000 |
EACH | 0.1 |
| 0980 | PAVEMENT MARKER TYPE V-BY | 06591 | 420.000 |
420.000 |
$18.000 |
EACH | 0.1 |
| 0990 | CYCLOPEAN STONE RIP RAP | 08019 | 80.000 |
80.000 |
$40.000 |
TON | 0.0 |
| 1000 | CONCRETE-CLASS A | 08100 | 31.440 |
31.440 |
$900.000 |
CUYD | 0.4 |
| 1010 | STEEL REINFORCEMENT | 08150 | 2,509.000 |
2,509.000 |
$1.000 |
LB | 0.0 |
| 1020 | MILLED RUMBLE STRIPS | 20314ED | 1,050.000 |
1,050.000 |
$7.200 |
LF | 0.1 |
| 1030 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 1040 | INSTALL PROJECT IDENTIFICATION SIGNS 72 X 120 | 20588NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 8000 | DIVERSIONS (BY-PASS DETOURS) Bypass Diversion 2 STA 142+00 to STA 154+00 | 02651 | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
| 8001 | DIVERSIONS (BY-PASS DETOURS) Bypass Diversion 3 STA 237+00 to STA 261+00 | 02651 | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
| 8002 | LEVELING & WEDGING PG64-22 Utility Trench | 00190 | 0.000 |
220.000 |
$150.000 |
TON | 0.0 |
| 8003 | TRAFFIC BOUND BASE | 00020 | 0.000 |
3,700.000 |
$16.000 |
TON | 0.0 |
| 8014 | FUEL ADJUSTMENT | 10020NS | 0.000 |
10,000.000 |
$1.000 |
DOLL | 0.0 |
| 8015 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
250,000.000 |
$1.000 |
DOLL | 0.0 |
| 8021 | PAVE STRIPING REMOVAL-4 INCH Temporary Traffic Diversions | 06530 | 0.000 |
6,500.000 |
$1.250 |
LF | 0.0 |
| 8022 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
400.000 |
$5.500 |
EACH | 0.0 |
| 8023 | DROP BOX INLET TYPE 11 Cliff End Street | 01544 | 0.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 8027 | CONCRETE BARRIER WALL TYPE 9T Temporary Traffic Diversions | 03171 | 0.000 |
960.000 |
$20.000 |
LF | 0.0 |
| 8034 | SLOTTED DRAIN PIPE-12 INCH K. Bryant & R. Grant Entrances | 00980 | 0.000 |
30.000 |
$70.000 |
LF | 0.0 |
| 8035 | PVC PIPE-6 INCH | 03385 | 0.000 |
110.000 |
$50.000 |
LF | 0.0 |
| 8037 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 0.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 8038 | DELINEATOR FOR BARRIER-WHITE | 01984 | 0.000 |
20.000 |
$7.500 |
EACH | 0.0 |
| 8039 | CRASH CUSHION TYPE VI-T | 02894 | 0.000 |
2.000 |
$5,500.000 |
EACH | 0.0 |
| 8041 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8042 | ROADWAY EXCAVATION SPECIAL UNDERCUT | 22830EN | 0.000 |
1,350.000 |
$18.000 |
CUYD | 0.0 |
| 8043 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 0.000 |
200.000 |
$26.000 |
CUYD | 0.0 |
| 8044 | GRANULAR EMBANKMENT | 20072ES805 | 0.000 |
1,800.000 |
$18.750 |
TON | 0.0 |
| 8045 | PERFORATED PIPE-8 INCH | 01002 | 0.000 |
100.000 |
$14.000 |
LF | 0.0 |
| 8046 | NON-PERFORATED PIPE-8 INCH | 01012 | 0.000 |
20.000 |
$14.000 |
LF | 0.0 |
| 8047 | ENTRANCE PIPE-12 INCH | 00439 | 0.000 |
100.000 |
$35.000 |
LF | 0.0 |
| 8048 | METAL END SECTION TY 1-12 IN Drainage Cemetery Rd | 22008NN | 0.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 8049 | DROP BOX INLET TYPE 12A | 01550 | 0.000 |
19.000 |
$375.000 |
LF | 0.0 |
| 8050 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8051 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 0.000 |
4,871.000 |
$61.990 |
TON | 0.0 |
| 8052 | CL3 ASPH BASE 1.00D PG64-22 Specify PG64-22 Binder | 00214 | 0.000 |
2,200.000 |
$54.620 |
TON | 0.0 |
| 8053 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
24,000.000 |
$1.000 |
DOLL | 0.0 |
| 8054 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | 0.000 |
2.000 |
$1,365.000 |
EACH | 0.0 |
| 8055 | REMOVE CURB | 01904 | 0.000 |
40.000 |
$17.000 |
LF | 0.0 |
Category Total $5,819,388.81 |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0002 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | SEWER PIPE-6 INCH | 01051 | 201.000 |
701.000 |
$62.000 |
LF | 0.2 |
| 1060 | SEWER PIPE-8 INCH | 01052 | 3,747.000 |
759.000 |
$71.000 |
LF | 3.4 |
| 1070 | RECONSTRUCT MANHOLE | 01789 | 7.000 |
7.000 |
$2,400.000 |
EACH | 0.2 |
| 1080 | ADJUST MANHOLE LOWER | 01792 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 1090 | ADJUST MANHOLE RAISE | 01792 | 4.000 |
4.000 |
$450.000 |
EACH | 0.0 |
| 1100 | SANITARY SEWER MANHOLE | 01799 | 17.000 |
4.000 |
$2,950.000 |
EACH | 0.6 |
| 1110 | DROP MANHOLE | 20240ES408 | 1.000 |
1.000 |
$4,210.000 |
EACH | 0.1 |
| 1120 | CONNECT TO EXIST MANHOLE | 20424EC | 2.000 |
8.000 |
$1,850.000 |
EACH | 0.0 |
| 1130 | CLEANOUT | 20985ND | 11.000 |
11.000 |
$390.000 |
EACH | 0.1 |
| 8011 | EW~ City of Williamsburg - Sanitary Sewer Relocation | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8012 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 0.000 |
120.000 |
$100.000 |
LF | 0.0 |
| 8013 | PVC PIPE-6 INCH 6 INCH SDR-21 FORCED MAIN SEWER PIPE | 03385 | 0.000 |
825.000 |
$37.800 |
LF | 0.0 |
| 8016 | SANITARY SEWER MANHOLE 12 IN from Locklin Drive | 01799 | 0.000 |
7.000 |
$3,575.000 |
EACH | 0.0 |
| 8017 | CONNECT TO EXIST MANHOLE Sanitary Sewer Relocation from Locklin Drive to | 20424EC | 0.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 8018 | EW~ Concrete Anchors for 12 Inch HDPE Pipe | 10094NX | 0.000 |
4.000 |
$880.000 |
EACH | 0.0 |
| 8019 | SEWER PIPE-12 INCH Sanitary Sewer Relocation from Locklin Drive to | 01054 | 0.000 |
437.000 |
$93.500 |
LF | 0.0 |
| 8020 | SEWER PIPE-12 INCH Locklin Drive to ML Sanitary Sewer Relocation | 01054 | 0.000 |
296.000 |
$165.000 |
LF | 0.0 |
| 8024 | EW~ Camera Inspection of Existing Sanitary Sewer | 10090NX | 0.000 |
1.000 |
$2,750.000 |
LS | 0.0 |
| 8025 | BY-PASS PUMPING City of Williamsburg Sanitary Sewer System | 07544 | 0.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 8026 | DUCTILE IRON PIPE-8 INCH Sanitary Sewer Line City of Williamsburg | 01095 | 0.000 |
0.000 |
$94.000 |
LF | 0.0 |
| 8028 | SANITARY SEWER MANHOLE ML Recontruction - 12" Line | 01799 | 0.000 |
5.000 |
$3,575.000 |
EACH | 0.0 |
| 8029 | DROP MANHOLE ML Reconstruction | 20240ES408 | 0.000 |
2.000 |
$3,465.000 |
EACH | 0.0 |
| 8030 | SEWER PIPE-12 INCH ML Reconstruction | 01054 | 0.000 |
1,537.000 |
$98.180 |
LF | 0.0 |
| 8031 | MODIFICATIONS TO MANHOLE ML Reconstruction | 22431NN | 0.000 |
1.000 |
$1,320.000 |
EACH | 0.0 |
| 8032 | CONNECTION ML Reconstruction | 21866NN | 0.000 |
13.000 |
$1,045.000 |
EACH | 0.0 |
| 8033 | TIE-IN 8 INCH ML Reconstruction | 03468 | 0.000 |
3.000 |
$2,970.000 |
EACH | 0.0 |
Category Total $360,099.00 |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1140 | STEEL ENCASEMENT PIPE-6 INCH BORE & JACK | 01063 | 100.000 |
100.000 |
$190.000 |
LF | 0.2 |
| 1150 | STEEL ENCASEMENT PIPE-12 INCH BORE & JACK | 01069 | 108.000 |
110.000 |
$220.000 |
LF | 0.3 |
| 1160 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | 205.000 |
255.000 |
$220.000 |
LF | 0.6 |
| 1170 | STEEL ENCASEMENT PIPE-16 INCH BORE & JACK | 01073 | 180.000 |
190.000 |
$310.000 |
LF | 0.7 |
| 1180 | DUCTILE IRON PIPE-6 INCH | 01093 | 158.000 |
158.000 |
$55.000 |
LF | 0.1 |
| 1190 | DUCTILE IRON PIPE-8 INCH | 01095 | 776.000 |
847.000 |
$63.000 |
LF | 0.6 |
| 1200 | COPPER PIPE-3/4 INCH | 03360 | 545.000 |
937.000 |
$24.800 |
LF | 0.2 |
| 1210 | COPPER PIPE-1 INCH | 03361 | 520.000 |
673.000 |
$26.200 |
LF | 0.2 |
| 1220 | COPPER PIPE-2 INCH | 03363 | 248.000 |
431.000 |
$32.000 |
LF | 0.1 |
| 1230 | PVC PIPE-4 INCH | 03383 | 310.000 |
422.000 |
$31.000 |
LF | 0.1 |
| 1240 | PVC PIPE-6 INCH SDR-17 | 03385 | 75.000 |
285.000 |
$33.000 |
LF | 0.0 |
| 1250 | PVC PIPE-6 INCH SDR-21 | 03385 | 1,240.000 |
1,411.000 |
$32.000 |
LF | 0.5 |
| 1260 | PVC PIPE-8 INCH | 03387 | 2,817.000 |
3,164.000 |
$34.000 |
LF | 1.2 |
| 1270 | RELOCATE WATER METER | 03431 | 22.000 |
22.000 |
$535.000 |
EACH | 0.1 |
| 1280 | RELOCATE FIRE HYDRANT | 03433 | 6.000 |
6.000 |
$1,430.000 |
EACH | 0.1 |
| 1290 | REMOVE FIRE HYDRANT | 03434 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 1300 | RECONNECT SERVICE | 03437 | 7.000 |
61.000 |
$750.000 |
EACH | 0.1 |
| 1310 | TIE-IN 6 INCH | 03466 | 1.000 |
6.000 |
$2,960.000 |
EACH | 0.0 |
| 1320 | GATE VALVE-4 INCH | 03524 | 2.000 |
2.000 |
$725.000 |
EACH | 0.0 |
| 1330 | GATE VALVE-6 INCH SHEET 111- 112- 123 | 03526 | 3.000 |
5.000 |
$910.000 |
EACH | 0.0 |
| 1340 | GATE VALVE-6 INCH SHEET 117 | 03526 | 1.000 |
1.000 |
$910.000 |
EACH | 0.0 |
| 1350 | CONCRETE CAP | 20097ES601 | 20.000 |
35.000 |
$95.000 |
LF | 0.0 |
| 1360 | BEND AND BLOCK-6" | 20554NC | 15.000 |
18.000 |
$410.000 |
EACH | 0.1 |
| 1370 | BEND AND BLOCK-8" | 20555NC | 24.000 |
34.000 |
$425.000 |
EACH | 0.1 |
| 1380 | BLOW OFF ASSEMBLY-3" | 20779ND | 1.000 |
1.000 |
$915.000 |
EACH | 0.0 |
| 1390 | REDUCER 8"X6" | 20794ND | 1.000 |
4.000 |
$930.000 |
EACH | 0.0 |
| 1400 | REDUCER 6" X 4" | 20825ED | 1.000 |
2.000 |
$898.000 |
EACH | 0.0 |
| 1410 | TAPPING SLEEVE AND VALVE-6" X 6" | 20951ND | 10.000 |
10.000 |
$2,435.000 |
EACH | 0.3 |
| 1420 | TAPPING SLEEVE AND VALVE 4 IN X 4 IN | 21045ND | 4.000 |
4.000 |
$2,148.000 |
EACH | 0.1 |
| 1430 | BEND AND BLOCK 4 IN | 21046ND | 4.000 |
4.000 |
$390.000 |
EACH | 0.0 |
| 1440 | CUT- CAP- AND BLOCK 8 IN | 21047ND | 2.000 |
2.000 |
$650.000 |
EACH | 0.0 |
| 1450 | CUT- CAP- AND BLOCK 6 IN | 21048ND | 11.000 |
11.000 |
$612.000 |
EACH | 0.1 |
| 1460 | CUT- CAP- AND BLOCK 4 IN | 21049ND | 4.000 |
4.000 |
$585.000 |
EACH | 0.0 |
| 1470 | TEE AND BLOCK 8 IN X 6 IN | 21050ND | 5.000 |
7.000 |
$545.000 |
EACH | 0.0 |
| 1480 | TEE AND BLOCK 8 IN X 4 IN | 21051ND | 1.000 |
2.000 |
$531.000 |
EACH | 0.0 |
| 1490 | TEE AND BLOCK 6 IN X 6 IN | 21052ND | 1.000 |
5.000 |
$525.000 |
EACH | 0.0 |
| 1500 | REDUCER 8 IN X 4IN | 21053ND | 1.000 |
1.000 |
$1,080.000 |
EACH | 0.0 |
| 1510 | MASTER METER | 21054ND | 1.000 |
1.000 |
$24,370.000 |
LS | 0.3 |
| 8006 | EW~ Utility Relocation | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $513,355.00 |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1520 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$215,000.000 |
LS | 2.7 |
| 1530 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$113,076.530 |
LS | 1.4 |
Category Total $328,076.53 |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0005 | CATEGORY Description | CULVERT | 25172 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1540 | STRUCTURE EXCAV-SOLID ROCK 25172 | 08002 | 13.000 |
13.000 |
$50.000 |
CUYD | 0.0 |
| 1550 | FOUNDATION PREPARATION 25172 | 08003 | 1.000 |
1.000 |
$32,000.000 |
LS | 0.4 |
| 1560 | CONCRETE-CLASS A 25172 | 08100 | 99.300 |
99.300 |
$590.000 |
CUYD | 0.7 |
| 1570 | STEEL REINFORCEMENT 25172 | 08150 | 9,584.000 |
9,584.000 |
$0.720 |
LB | 0.1 |
| 8004 | MASONRY COATING Masonry Coating Culvert STA 117+27.69 | 02998 | 0.000 |
85.000 |
$12.000 |
SQYD | 0.0 |
| 8008 | STRUCTURE EXCAV-UNCLASSIFIED Undercutting - Culvert STA 117+27.69 | 02203 | 0.000 |
25.000 |
$14.000 |
CUYD | 0.0 |
Category Total $98,137.48 |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0006 | CATEGORY Description | CULVERT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1580 | STRUCTURE EXCAV-SOLID ROCK 25173 | 08002 | 13.000 |
13.000 |
$50.000 |
CUYD | 0.0 |
| 1590 | FOUNDATION PREPARATION 25173 | 08003 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.4 |
| 1600 | CONCRETE-CLASS A 25173 | 08100 | 99.700 |
99.700 |
$590.000 |
CUYD | 0.7 |
| 1610 | STEEL REINFORCEMENT 25173 | 08150 | 14,788.000 |
14,788.000 |
$0.720 |
LB | 0.1 |
| 8005 | MASONRY COATING Masonry Coating Culvert STA 149+05.05 | 02998 | 0.000 |
58.000 |
$12.000 |
SQYD | 0.0 |
| 8009 | STRUCTURE EXCAV-UNCLASSIFIED Undercutting - Culvert STA 149+05.05 | 02203 | 0.000 |
25.000 |
$14.000 |
CUYD | 0.0 |
Category Total $100,120.36 |
| SM- Project | DE118025W05W1 | CATEGORY NUMBER | 0008 | CATEGORY Description | RETAINING WALL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1630 | STRUCTURE EXCAV-SOLID ROCK 25690 | 08002 | 1,045.000 |
1,045.000 |
$28.000 |
CUYD | 0.4 |
| 1640 | FOUNDATION PREPARATION 25690 | 08003 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.1 |
| 1650 | CONCRETE-CLASS A 25690 | 08100 | 530.400 |
530.400 |
$400.000 |
CUYD | 2.7 |
| 1660 | STEEL REINFORCEMENT 25690 | 08150 | 65,479.000 |
65,479.000 |
$0.850 |
LB | 0.7 |
| 8007 | MASONRY COATING Masonry Coating - Retaining Wall LT STA 133+60 to STA 139+00 | 02998 | 0.000 |
580.000 |
$12.000 |
SQYD | 0.0 |
| 8010 | STRUCTURE EXCAV-UNCLASSIFIED Undercutting - Retaining Wall LT STA 133+60 to STA 139+00 | 02203 | 0.000 |
50.000 |
$14.000 |
CUYD | 0.0 |
Category Total $308,077.15 |
| SM- Project | DE11823820555 |
| Fed/State Number | NCPD 5152 (003) |
| Project Description | BLVD. OF CHAMPIONS (KY 2382) |
| *********** |
| SM- Project | DE11823820555 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 1,236.000 |
1,236.000 |
$19.320 |
TON | 0.3 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 228.000 |
228.000 |
$54.430 |
TON | 0.2 |
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 1,962.000 |
1,962.000 |
$53.490 |
TON | 1.3 |
| 0040 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 439.000 |
0.000 |
$78.940 |
TON | 0.4 |
| 0050 | STORM SEWER PIPE-15 INCH | 00521 | 313.000 |
313.000 |
$30.000 |
LF | 0.1 |
| 0060 | STORM SEWER PIPE-18 INCH | 00522 | 280.300 |
280.300 |
$40.000 |
LF | 0.1 |
| 0070 | CURB BOX INLET TYPE A | 01456 | 6.000 |
6.000 |
$3,000.000 |
EACH | 0.2 |
| 0080 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.1 |
| 0090 | STANDARD CURB AND GUTTER | 01810 | 1,449.300 |
1,449.300 |
$18.000 |
LF | 0.3 |
| 0100 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 344.800 |
344.800 |
$60.630 |
SQYD | 0.3 |
| 0110 | ROADWAY EXCAVATION | 02200 | 4,187.000 |
4,622.000 |
$7.870 |
CUYD | 0.4 |
| 0120 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 14.000 |
14.000 |
$65.000 |
EACH | 0.0 |
| 0130 | EDGE KEY | 02585 | 75.700 |
75.700 |
$90.240 |
LF | 0.1 |
| 0140 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 749.000 |
786.000 |
$2.000 |
SQYD | 0.0 |
| 0150 | ASPH PAVE MILLING & TEXTURING | 02677 | 21.000 |
136.000 |
$37.300 |
TON | 0.0 |
| 0160 | SILT TRAP TYPE B | 02704 | 6.000 |
6.000 |
$300.000 |
EACH | 0.0 |
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | 24.000 |
24.000 |
$100.000 |
EACH | 0.0 |
| 0180 | SIDEWALK-4 INCH CONCRETE | 02720 | 656.000 |
656.000 |
$29.000 |
SQYD | 0.2 |
| 0190 | SODDING | 05990 | 1,259.000 |
1,259.000 |
$3.750 |
SQYD | 0.1 |
| 0200 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 34.000 |
34.000 |
$0.800 |
LF | 0.0 |
| 0210 | PAVE STRIPING-THERMO-4 INCH W | 06540 | 2,000.000 |
2,000.000 |
$0.450 |
LF | 0.0 |
| 0220 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | 2,500.000 |
2,500.000 |
$0.450 |
LF | 0.0 |
| 8040 | GRANULAR EMBANKMENT Gran. Emb. Undercut on BLVD of Champions | 02223 | 0.000 |
435.000 |
$30.000 |
CUYD | 0.0 |
| 8041 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8052 | CL3 ASPH SURF 0.50B PG64-22 SPECIFY 64-22 BLVD OF CHAMPIONS | 00324 | 0.000 |
439.000 |
$73.990 |
TON | 0.0 |
Category Total $339,257.83 |