|
Item List 051023 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051023 | Primary Project Number | DE102002505W1 |
| Contract Description | I-75-COUNTRY MUSIC HALL OF FAME ROAD (US 25) | ||
| Primary County | ROCKCASTLE | Fed/St Number | NCPD 5201(004) |
| Vendor ID | 00111 | Vendor Name | JUDY CONSTRUCTION COMPANY |
| Bid Amount | $ 4,842,696.62 | ||
| SM- Project | DE102002505W1 |
| Fed/State Number | NCPD 5201(004) |
| Project Description | I-75-COUNTRY MUSIC HALL OF FAME ROAD (US 25) |
| *********** |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ROADWAY EXCAVATION | 02200 | 28,179.000 |
28,179.000 |
$6.630 |
CUYD | 3.9 |
| 0020 | CLEARING AND GRUBBING 12 ACRES | 02545 | 1.000 |
1.000 |
$19,500.000 |
LS | 0.4 |
| 0030 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$58,352.500 |
LS | 1.2 |
| 0040 | STAKING | 02726 | 1.000 |
1.000 |
$93,437.500 |
LS | 1.9 |
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 862.500 |
862.500 |
$14.500 |
LF | 0.3 |
| 0060 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$1,835.000 |
EACH | 0.0 |
| 0070 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$50.000 |
EACH | 0.0 |
| 0080 | REMOVE GUARDRAIL | 02381 | 887.500 |
887.500 |
$1.500 |
LF | 0.0 |
| 0090 | REMOVE GUARDRAIL END TREATMENT | 02396 | 5.000 |
5.000 |
$250.000 |
EACH | 0.0 |
| 0100 | REMOVE GUARDRAIL CON TO BR END | 02372 | 3.000 |
3.000 |
$250.000 |
EACH | 0.0 |
| 0110 | TEMPORARY GUARDRAIL | 02397 | 375.000 |
375.000 |
$8.000 |
LF | 0.1 |
| 0120 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 4.000 |
4.000 |
$900.000 |
EACH | 0.1 |
| 0130 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 14,000.000 |
14,000.000 |
$1.250 |
SQYD | 0.4 |
| 0140 | GRANULAR EMBANKMENT | 02223 | 5,743.000 |
5,743.000 |
$19.500 |
CUYD | 2.3 |
| 0150 | CHANNEL LINING CLASS III | 02484 | 415.000 |
415.000 |
$16.190 |
TON | 0.1 |
| 0160 | CHANNEL LINING CLASS II | 02483 | 1,553.000 |
1,553.000 |
$18.020 |
TON | 0.6 |
| 0170 | ASPH PAVE MILLING & TEXTURING | 02677 | 100.000 |
100.000 |
$67.500 |
TON | 0.1 |
| 0180 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$55,000.000 |
LS | 1.1 |
| 0190 | SEEDING AND PROTECTION | 05985 | 19,050.000 |
19,050.000 |
$0.320 |
SQYD | 0.1 |
| 0200 | SPECIAL SEEDING CROWN VETCH | 05989 | 9,700.000 |
9,700.000 |
$0.320 |
SQYD | 0.1 |
| 0210 | TOPDRESSING FERTILIZER | 05966 | 1.400 |
1.400 |
$500.000 |
TON | 0.0 |
| 0220 | TEMP SEEDING AND PROTECTION | 05953 | 6,005.000 |
6,005.000 |
$0.250 |
SQYD | 0.0 |
| 0230 | SODDING | 05990 | 7,924.500 |
7,924.500 |
$4.000 |
SQYD | 0.7 |
| 0240 | EROSION CONTROL BLANKET | 05950 | 1,354.000 |
1,354.000 |
$1.500 |
SQYD | 0.0 |
| 0250 | SILT CHECK | 02705 | 16.000 |
16.000 |
$50.000 |
EACH | 0.0 |
| 0260 | CLEAN SILT CHECK | 02708 | 32.000 |
32.000 |
$25.000 |
EACH | 0.0 |
| 0270 | TEMPORARY SILT FENCE | 02701 | 2,157.000 |
2,157.000 |
$2.000 |
LF | 0.1 |
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | 4,314.000 |
4,314.000 |
$0.500 |
LF | 0.0 |
| 0290 | SILT CHECK (MOD) TYPE 2 MODIFIED | 20073ES213 | 42.000 |
42.000 |
$100.000 |
EACH | 0.1 |
| 0300 | CLEAN SILT CHECK TYPE 2 MODIFIED | 02708 | 84.000 |
84.000 |
$25.000 |
EACH | 0.0 |
| 0310 | SILT TRAP TYPE B | 02704 | 12.000 |
12.000 |
$232.520 |
EACH | 0.1 |
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | 24.000 |
24.000 |
$50.000 |
EACH | 0.0 |
| 0330 | WATER | 02242 | 750.000 |
750.000 |
$1.000 |
MGAL | 0.0 |
| 0340 | DIVERSIONS (BY-PASS DETOURS) STA. 60+00 TO 76+58 | 02651 | 1.000 |
1.000 |
$44,401.020 |
LS | 0.9 |
| 0341 | DIVERSIONS (BY-PASS DETOURS) STA. 50+00 TO 59+05 LEFT | 02651 | 1.000 |
1.000 |
$4,746.000 |
LS | 0.1 |
| 0342 | DIVERSIONS (BY-PASS DETOURS) STA. 50+00 TO 59+05 RIGHT | 02651 | 1.000 |
1.000 |
$650.000 |
LS | 0.0 |
| 0350 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 176.000 |
176.000 |
$3.500 |
EACH | 0.0 |
| 0360 | PAVEMENT MARKER TYPE V-MW | 06589 | 16.000 |
16.000 |
$25.000 |
EACH | 0.0 |
| 0370 | PAVEMENT MARKER TYPE V-BY | 06591 | 205.000 |
205.000 |
$25.000 |
EACH | 0.1 |
| 0380 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 19,854.000 |
19,854.000 |
$0.150 |
LF | 0.1 |
| 0390 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 21,976.000 |
21,976.000 |
$0.150 |
LF | 0.1 |
| 0395 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0400 | SIGNS | 02562 | 624.000 |
624.000 |
$8.000 |
SQFT | 0.1 |
| 0410 | CONCRETE-CLASS B | 02555 | 184.200 |
184.200 |
$350.000 |
CUYD | 1.3 |
| 0420 | STONE MASONRY VENEER | 08004 | 1,975.000 |
1,975.000 |
$22.000 |
SQFT | 0.9 |
| 0430 | R/W MARKER RURAL TYPE 1 | 02434 | 25.000 |
25.000 |
$85.000 |
EACH | 0.0 |
| 0440 | STANDARD CURB AND GUTTER | 01810 | 6,323.900 |
6,323.900 |
$14.500 |
LF | 1.9 |
| 0450 | STANDARD HEADER CURB | 01875 | 528.100 |
528.100 |
$26.500 |
LF | 0.3 |
| 0460 | SIDEWALK-4 INCH CONCRETE | 02720 | 2,348.300 |
2,348.300 |
$31.500 |
SQYD | 1.5 |
| 0470 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 793.000 |
793.000 |
$60.000 |
SQYD | 1.0 |
| 0480 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 3.000 |
3.000 |
$350.000 |
EACH | 0.0 |
| 0490 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0500 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 350.000 |
350.000 |
$60.000 |
LF | 0.4 |
| 0510 | RELOCATE TEMP CONC MED BARRIER TYPE 9T | 02003 | 525.000 |
525.000 |
$10.000 |
LF | 0.1 |
| 0520 | CRASH CUSHION TY VI-TA | 20319ES719 | 4.000 |
4.000 |
$8,000.000 |
EACH | 0.7 |
| 0530 | REM AND RESET CRASH CUSHION | 20405ES112 | 6.000 |
6.000 |
$1,500.000 |
EACH | 0.2 |
| 0540 | DELINEATORS-WHITE | 06413 | 8.000 |
8.000 |
$40.000 |
EACH | 0.0 |
| 0550 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 0560 | STORM SEWER PIPE-12 INCH | 00520 | 221.000 |
221.000 |
$28.000 |
LF | 0.1 |
| 0570 | STORM SEWER PIPE-15 INCH | 00521 | 1,278.000 |
1,278.000 |
$29.250 |
LF | 0.8 |
| 0580 | STORM SEWER PIPE-18 INCH | 00522 | 1,598.000 |
1,598.000 |
$31.520 |
LF | 1.0 |
| 0590 | STORM SEWER PIPE-24 INCH | 00524 | 892.000 |
892.000 |
$38.150 |
LF | 0.7 |
| 0600 | CULVERT PIPE-15 INCH | 00461 | 110.000 |
110.000 |
$33.540 |
LF | 0.1 |
| 0610 | CULVERT PIPE-18 INCH | 00462 | 63.000 |
63.000 |
$41.670 |
LF | 0.1 |
| 0620 | CULVERT PIPE-24 INCH | 00464 | 15.000 |
15.000 |
$61.300 |
LF | 0.0 |
| 0630 | CULVERT PIPE-60 INCH | 00472 | 8.880 |
8.880 |
$225.500 |
LF | 0.0 |
| 0640 | CULVERT PIPE-72 INCH | 00474 | 70.000 |
70.000 |
$188.200 |
LF | 0.3 |
| 0650 | ENTRANCE PIPE-12 INCH | 00439 | 115.000 |
115.000 |
$21.590 |
LF | 0.1 |
| 0660 | DROP BOX INLET TYPE 3 | 01496 | 8.000 |
8.000 |
$2,200.000 |
EACH | 0.4 |
| 0670 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$1,610.000 |
EACH | 0.0 |
| 0680 | DROP BOX INLET TYPE 13S | 01568 | 4.000 |
4.000 |
$2,100.000 |
EACH | 0.2 |
| 0690 | DROP BOX INLET TYPE 14 | 01577 | 2.000 |
2.000 |
$1,281.150 |
EACH | 0.1 |
| 0700 | CURB BOX INLET TYPE A | 01456 | 27.000 |
27.000 |
$2,500.000 |
EACH | 1.4 |
| 0710 | JUNCTION BOX-12" | 20406ES710 | 1.000 |
1.000 |
$1,112.920 |
EACH | 0.0 |
| 0720 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,450.000 |
EACH | 0.0 |
| 0730 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,225.350 |
EACH | 0.0 |
| 0740 | JUNCTION BOX TYPE B 15" | 04811 | 2.000 |
2.000 |
$1,185.800 |
EACH | 0.0 |
| 0750 | JUNCTION BOX TYPE B 18" | 04811 | 3.000 |
3.000 |
$1,309.020 |
EACH | 0.1 |
| 0760 | JUNCTION BOX TYPE B 24" | 04811 | 2.000 |
2.000 |
$1,225.550 |
EACH | 0.1 |
| 0770 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$1,250.000 |
EACH | 0.0 |
| 0780 | ADJUST INLET | 01719 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 0790 | REMOVE PIPE | 01310 | 13.000 |
13.000 |
$19.230 |
LF | 0.0 |
| 0800 | PERFORATED PIPE-4 INCH | 01000 | 37.000 |
37.000 |
$6.500 |
LF | 0.0 |
| 0810 | NON-PERFORATED PIPE-4 INCH | 01010 | 8.000 |
8.000 |
$12.000 |
LF | 0.0 |
| 0820 | CONCRETE-CLASS A | 08100 | 0.930 |
0.930 |
$1,000.000 |
CUYD | 0.0 |
| 0830 | STEEL REINFORCEMENT | 08150 | 8.000 |
8.000 |
$2.000 |
LB | 0.0 |
| 0840 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 1,777.000 |
1,777.000 |
$57.000 |
TON | 2.1 |
| 0850 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 10,551.000 |
10,551.000 |
$55.500 |
TON | 12.1 |
| 0860 | LEVELING & WEDGING PG64-22 | 00190 | 1,317.000 |
1,317.000 |
$58.750 |
TON | 1.6 |
| 0870 | CRUSHED STONE BASE | 00003 | 14,870.000 |
11,595.000 |
$26.000 |
TON | 8.0 |
| 0880 | TRAFFIC BOUND BASE | 00020 | 910.000 |
910.000 |
$12.500 |
TON | 0.2 |
| 0890 | ASPHALT SEAL AGGREGATE | 00100 | 9.900 |
9.900 |
$500.000 |
TON | 0.1 |
| 0900 | EMULSIFIED ASPHALT RS-2 | 00291 | 1.200 |
1.200 |
$1,200.000 |
TON | 0.0 |
| 8004 | FUEL ADJUSTMENT | 10020NS | 0.000 |
30,639.000 |
$1.000 |
DOLL | 0.0 |
| 8005 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
21,118.000 |
$1.000 |
DOLL | 0.0 |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
10,000.000 |
$1.000 |
DOLL | 0.0 |
| 8007 | EW~ REIMB. FOR DRAINAGE ITEMS | 10090NX | 0.000 |
1.000 |
$5,625.480 |
LS | 0.0 |
| 8032 | EW~ ACOUNTING ADJ | 10098NX | 0.000 |
300,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $2,587,568.07 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | CONCRETE-CLASS A | 08100 | 1,088.700 |
667.600 |
$390.000 |
CUYD | 8.8 |
| 1010 | CONCRETE-CLASS AA | 08104 | 632.300 |
598.000 |
$400.000 |
CUYD | 5.2 |
| 1020 | STEEL REINFORCEMENT | 08150 | 96,581.000 |
96,581.000 |
$0.650 |
LB | 1.3 |
| 1030 | STEEL REINF-EPOXY COATED | 08151 | 233,901.000 |
159,116.000 |
$0.750 |
LB | 3.6 |
| 1040 | STONE MASONRY VENEER BRIDGE | 20200ED | 5,133.000 |
0.000 |
$22.000 |
SQFT | 2.3 |
| 1050 | FOUNDATION PREPARATION 139+25.00 | 08003 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.8 |
| 1051 | FOUNDATION PREPARATION 124+65.23 | 08003 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.3 |
| 1052 | FOUNDATION PREPARATION 162+94.52 | 08003 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.3 |
| 1053 | FOUNDATION PREPARATION 146+16.03 | 08003 | 1.000 |
0.000 |
$40,000.000 |
LS | 0.8 |
| 1060 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 144.400 |
138.100 |
$25.000 |
CUYD | 0.1 |
| 1070 | STRUCTURE GRANULAR BACKFILL | 02231 | 1,049.000 |
154.000 |
$35.000 |
CUYD | 0.8 |
| 1080 | MASONRY COATING | 02998 | 843.400 |
629.900 |
$9.000 |
SQYD | 0.2 |
| 1090 | PILES-STEEL HP12X53 | 08046 | 295.000 |
295.000 |
$40.000 |
LF | 0.2 |
| 1100 | TEST PILES | 08033 | 59.000 |
59.000 |
$60.000 |
LF | 0.1 |
| 1110 | PILE POINTS-12 INCH | 08094 | 24.000 |
24.000 |
$85.000 |
EACH | 0.0 |
| 1120 | PRECAST PC I BEAM TYPE 3 | 08633 | 1,356.000 |
1,356.000 |
$150.000 |
LF | 4.2 |
| 1130 | HANDRAIL-TYPE A-1 | 02611 | 318.700 |
0.000 |
$55.000 |
LF | 0.4 |
| 1140 | FABRIC-GEOTEXTILE TYPE I | 02596 | 156.000 |
156.000 |
$3.000 |
SQYD | 0.0 |
| 1150 | CYCLOPEAN STONE RIP RAP | 08019 | 656.000 |
656.000 |
$18.000 |
TON | 0.2 |
| 1160 | ARMORED EDGE FOR CONCRETE | 03299 | 87.000 |
87.000 |
$50.000 |
LF | 0.1 |
| 1170 | BIKE RAILING | 20201ED | 346.200 |
346.200 |
$40.000 |
LF | 0.3 |
| 1180 | STONE MASONRY VENEER | 20200ED | 905.000 |
905.000 |
$22.000 |
SQFT | 0.4 |
| 1190 | STRUCTURAL STEEL 2170# | 08160 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.2 |
| 1200 | BALUSTER HANDRAIL | 20288ED | 200.400 |
0.000 |
$80.000 |
LF | 0.3 |
| 1210 | WALL MOUNTED HANDRAIL | 20289ED | 498.900 |
0.000 |
$30.000 |
LF | 0.3 |
| 1220 | POLYCAST TRENCH DRAIN | 20290ED | 2.000 |
0.000 |
$2,000.000 |
EACH | 0.1 |
| 1230 | DRAIN PIPE-6 INCH PERFORATED | 08822 | 166.500 |
0.000 |
$15.000 |
LF | 0.1 |
| 1240 | PERFORATED PIPE-4 INCH | 01000 | 15.000 |
0.000 |
$25.000 |
LF | 0.0 |
| 1250 | REMOVE PAVEMENT | 02091 | 300.000 |
0.000 |
$5.000 |
SQYD | 0.0 |
| 1260 | ELECTRICAL CONDUIT STA. 139+25.00 | 08269 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.2 |
| 1265 | ELECTRICAL CONDUIT STA. 146+16.03 | 08269 | 1.000 |
0.000 |
$9,000.000 |
LS | 0.2 |
| 1270 | REMOVE CONCRETE MASONRY | 02403 | 27.500 |
27.500 |
$250.000 |
CUYD | 0.1 |
Category Total $1,550,497.00 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0003 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1280 | DECORATIVE LIGHT POLE | 20336ED | 7.000 |
7.000 |
$1,398.000 |
EACH | 0.2 |
| 1290 | HPS LUMINAIRE WALL PACK | 04771 | 7.000 |
7.000 |
$1,198.000 |
EACH | 0.2 |
| 1300 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.1 |
| 1310 | DECORATIVE LUMINAIRE | 20337ED | 7.000 |
7.000 |
$1,198.000 |
EACH | 0.2 |
| 1320 | FUSED CONNECTOR KIT | 04780 | 14.000 |
14.000 |
$62.000 |
EACH | 0.0 |
| 1330 | CONDUIT-1 1/4 INCH | 04793 | 550.000 |
7,050.000 |
$6.000 |
LF | 0.1 |
| 1340 | JUNCTION BOX TYPE B | 04811 | 5.000 |
8.000 |
$500.000 |
EACH | 0.1 |
| 1350 | TRENCHING AND BACKFILLING | 04820 | 550.000 |
7,050.000 |
$5.000 |
LF | 0.1 |
| 1360 | WIRE-NO. 12 | 04832 | 210.000 |
210.000 |
$0.520 |
LF | 0.0 |
| 1370 | WIRE-NO. 6 | 04834 | 2,010.000 |
2,010.000 |
$1.000 |
LF | 0.0 |
| 1380 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 8000 | POLE BASE (for Decorative Light) | 04740 | 0.000 |
82.000 |
$680.000 |
EACH | 0.0 |
| 8001 | EW~ ANCHOR BOLT COVER | 10094NX | 0.000 |
82.000 |
$200.000 |
EACH | 0.0 |
| 8002 | STAKING - ADDITIONAL for LIGHTING | 02726 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8003 | EW~ FINAL DRESSING for Additional Lighting | 10090NX | 0.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
Category Total $46,095.20 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0004 | CATEGORY Description | UTILITY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1390 | DUCTILE IRON PIPE-24 INCH | 01111 | 1,192.000 |
1,192.000 |
$140.000 |
LF | 3.4 |
| 1400 | DUCTILE IRON PIPE-10 INCH | 01097 | 2,650.000 |
2,650.000 |
$50.000 |
LF | 2.7 |
| 1410 | DUCTILE IRON PIPE-6 INCH | 01093 | 233.000 |
233.000 |
$30.000 |
LF | 0.1 |
| 1420 | PVC PIPE-6 INCH CLASS 200 | 03385 | 128.500 |
128.500 |
$25.000 |
LF | 0.1 |
| 1430 | PVC PIPE-3 INCH CLASS200 | 03382 | 877.500 |
877.500 |
$14.000 |
LF | 0.3 |
| 1440 | COPPER PIPE-3/4 INCH TYPE K | 03360 | 55.000 |
55.000 |
$10.000 |
LF | 0.0 |
| 1450 | STEEL ENCASEMENT PIPE-30" | 20134EC | 40.000 |
0.000 |
$400.000 |
LF | 0.3 |
| 1460 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 66.000 |
66.000 |
$150.000 |
LF | 0.2 |
| 1470 | RELOCATE WATER METER | 03431 | 5.000 |
5.000 |
$600.000 |
EACH | 0.1 |
| 1480 | FIRE HYDRANT WITH VALVE | 02606 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.1 |
| 1490 | WET TAP 10"-WITH VALVE | 20397EC | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 1500 | WET TAP-3/4" | 20323EC | 3.000 |
3.000 |
$100.000 |
EACH | 0.0 |
| 1510 | RELOCATE FIRE HYDRANT | 03433 | 3.000 |
3.000 |
$3,500.000 |
EACH | 0.2 |
| 1520 | STEEL ENCASEMENT PIPE-14 INCH | 01071 | 98.000 |
98.000 |
$200.000 |
LF | 0.4 |
| 1530 | CUT & CAP-6" WATER MAIN | 20398EC | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 1540 | TIE-IN 24" WATER MAIN | 20399EC | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.2 |
| 1550 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | 177.000 |
177.000 |
$175.000 |
LF | 0.6 |
| 1560 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | 16.000 |
16.000 |
$125.000 |
LF | 0.0 |
| 1570 | GATE VALVE-24" | 20400EC | 2.000 |
0.000 |
$14,000.000 |
EACH | 0.6 |
| 1580 | GATE VALVE-6 INCH | 03526 | 3.000 |
3.000 |
$650.000 |
EACH | 0.0 |
| 1590 | PRESSURE REDUCER-2" | 20401EC | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.1 |
| 1600 | PRESSURE REDUCER VAULT LID | 20402EC | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 1610 | ADJUST WATER VALVE | 03425 | 10.000 |
10.000 |
$200.000 |
EACH | 0.0 |
| 1620 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 8.000 |
8.000 |
$500.000 |
EACH | 0.1 |
| 1630 | ADJUST VAULT TOP | 20403EC | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 1640 | COPPER LINE-3/4" ADJUST GRADE | 20404EC | 6.000 |
6.000 |
$500.000 |
EACH | 0.1 |
| 1650 | COPPER PIPE-2 INCH | 03363 | 34.000 |
34.000 |
$25.000 |
LF | 0.0 |
| 8008 | EW~ REIMB. FOR SPLIT ENCASEMENT PIPE | 10093EX | 0.000 |
40.000 |
$198.490 |
LF | 0.0 |
| 8009 | GATE VALVE-24" - REVISED | 20400EC | 0.000 |
2.000 |
$17,561.600 |
EACH | 0.0 |
Category Total $480,992.50 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1660 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$106,144.850 |
LS | 2.2 |
| 1670 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$69,999.000 |
LS | 1.4 |
Category Total $176,143.85 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0006 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1680 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,400.00 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0007 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8010 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10020NS | 0.000 |
12,370.810 |
$1.000 |
DOLL | 0.0 |
| 8011 | ASPHALT ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10030NS | 0.000 |
5,824.210 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | DE102002505W1 | CATEGORY NUMBER | 0008 | CATEGORY Description | PEDISTRATION UNDERPASS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8015 | CONCRETE-CLASS A PEDESTRIAN UNDERPASS | 08100 | 0.000 |
421.100 |
$390.000 |
CUYD | 0.0 |
| 8016 | CONCRETE-CLASS AA PEDESTRIAN UNDERPASS | 08104 | 0.000 |
41.300 |
$400.000 |
CUYD | 0.0 |
| 8017 | MASONRY COATING PEDESTRIAN UNDERPASS | 02998 | 0.000 |
213.500 |
$9.000 |
SQYD | 0.0 |
| 8018 | STEEL REINFORCEMENT-EPOXY COATED PEDESTRIAN UNDERPASS | 08151 | 0.000 |
74,785.000 |
$0.750 |
LB | 0.0 |
| 8019 | STONE MASONRY VENEER PEDESTRIAN UNDERPASS | 20200ED | 0.000 |
5,133.000 |
$22.000 |
SQFT | 0.0 |
| 8020 | FOUNDATION PREPARATION PEDESTRIAN UNDERPASS | 08003 | 0.000 |
1.000 |
$40,000.000 |
LS | 0.0 |
| 8021 | STRUCTURE EXCAV-SOLID ROCK PEDESTRIAN UNDERPASS | 08002 | 0.000 |
6.300 |
$25.000 |
CUYD | 0.0 |
| 8022 | STRUCTURE GRANULAR BACKFILL PEDESTRIAN UNDERPASS | 02231 | 0.000 |
895.000 |
$35.000 |
CUYD | 0.0 |
| 8023 | BALUSTER HANDRAIL PEDESTRIAN UNDERPASS | 20288ED | 0.000 |
200.400 |
$80.000 |
LF | 0.0 |
| 8024 | POLYCAST TRENCH DRAIN PEDESTRIAN UNDERPASS | 20290ED | 0.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 8025 | PERFORATED PIPE-4 INCH PEDESTRIAN UNDERPASS | 01000 | 0.000 |
15.000 |
$25.000 |
LF | 0.0 |
| 8026 | REMOVE PAVEMENT PEDESTRIAN UNDERPASS | 02091 | 0.000 |
300.000 |
$5.000 |
SQYD | 0.0 |
| 8027 | ELECTRICAL CONDUIT PEDESTRIAN UNDERPASS | 08269 | 0.000 |
1.000 |
$9,000.000 |
LS | 0.0 |
| 8028 | HANDRAIL-TYPE A-1 PEDESTRIAN UNDERPASS | 02611 | 0.000 |
318.700 |
$55.000 |
LF | 0.0 |
| 8029 | WALL MOUNTED HANDRAIL PEDESTRIAN UNDERPASS | 20289ED | 0.000 |
594.000 |
$30.000 |
LF | 0.0 |
| 8030 | DRAIN PIPE-6 INCH PERFORATED PEDESTRIAN UNDERPASS | 08822 | 0.000 |
166.500 |
$15.000 |
LF | 0.0 |
| 8031 | CONCRETE SEALING Flexogrid Seal for Pedestrian Underpass | 21882NN | 0.000 |
1.000 |
$23,000.000 |
LS | 0.0 |
| 8033 | EW~ ACCOUNTING ADJ PED UNDERPASS | 10098NX | 0.000 |
-300,000.000 |
$1.000 |
DOLL | 0.0 |
| 8034 | SITE PREPARATION -SLAB PREP FOR SEALING | 20257NC | 0.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
Category Total $0.00 |