|
Item List 071164 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 071164 | Primary Project Number | DE11400650764 |
| Contract Description | I-65 WIDENING IN WARREN COUNTY | ||
| Primary County | WARREN | Fed/St Number | IM-NH 65-1 (90) |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 28,090,063.85 | ||
| SM- Project | DE11400650764 |
| Fed/State Number | IM-NH 65-1 (90) |
| Project Description | I-65 WIDENING IN WARREN COUNTY |
| *********** |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 107,278.000 |
105,778.000 |
$17.000 |
TON | 6.5 |
| 0020 | CEMENT STABILIZED ROADBED | 00008 | 106,261.000 |
106,261.000 |
$2.250 |
SQYD | 0.9 |
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 67,770.000 |
67,770.000 |
$36.980 |
TON | 8.9 |
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 22,000.000 |
22,000.000 |
$17.000 |
TON | 1.3 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 164.000 |
164.000 |
$17.000 |
TON | 0.0 |
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | 390.000 |
390.000 |
$61.000 |
TON | 0.1 |
| 0070 | LEVELING & WEDGING PG64-22 | 00190 | 3,270.000 |
3,270.000 |
$52.750 |
TON | 0.6 |
| 0080 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | 2,180.000 |
2,180.000 |
$56.750 |
TON | 0.4 |
| 0090 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 45,016.000 |
45,016.000 |
$43.450 |
TON | 7.0 |
| 0100 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 87,958.000 |
87,958.000 |
$44.900 |
TON | 14.1 |
| 0110 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 24,798.000 |
24,798.000 |
$47.600 |
TON | 4.2 |
| 0120 | CL4 ASPH BASE 0.75D PG76-22 | 00228 | 36,999.000 |
36,999.000 |
$52.370 |
TON | 6.9 |
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | 48.000 |
48.000 |
$555.000 |
TON | 0.1 |
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | 136,618.000 |
136,618.000 |
$2.000 |
TON | 1.0 |
| 0150 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 829.000 |
829.000 |
$56.700 |
TON | 0.2 |
| 0160 | CL4 ASPH SURF 0.38D PG76-22 | 00344 | 12,262.000 |
0.000 |
$62.660 |
TON | 2.7 |
| 0170 | ASPHALT CURING SEAL | 00358 | 176.000 |
176.000 |
$420.000 |
TON | 0.3 |
| 0180 | CULVERT PIPE-15 INCH | 00461 | 24.000 |
24.000 |
$50.000 |
LF | 0.0 |
| 0190 | CULVERT PIPE-18 INCH | 00462 | 61.000 |
61.000 |
$60.000 |
LF | 0.0 |
| 0200 | CULVERT PIPE-24 INCH | 00464 | 72.000 |
72.000 |
$75.000 |
LF | 0.0 |
| 0210 | STORM SEWER PIPE-15 INCH | 00521 | 1,781.000 |
1,781.000 |
$50.000 |
LF | 0.3 |
| 0220 | STORM SEWER PIPE-18 INCH | 00522 | 1,568.000 |
1,568.000 |
$55.000 |
LF | 0.3 |
| 0230 | STORM SEWER PIPE-24 INCH | 00524 | 98.000 |
98.000 |
$60.000 |
LF | 0.0 |
| 0240 | STORM SEWER PIPE-30 INCH | 00526 | 64.000 |
64.000 |
$75.000 |
LF | 0.0 |
| 0250 | PERFORATED PIPE-4 INCH | 01000 | 41,200.000 |
41,200.000 |
$4.250 |
LF | 0.6 |
| 0260 | PERFORATED PIPE-6 INCH | 01001 | 18,521.000 |
18,521.000 |
$4.600 |
LF | 0.3 |
| 0270 | NON-PERFORATED PIPE-4 INCH | 01010 | 1,550.000 |
1,550.000 |
$10.000 |
LF | 0.1 |
| 0280 | NON-PERFORATED PIPE-6 INCH | 01011 | 82.000 |
82.000 |
$12.000 |
LF | 0.0 |
| 0290 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$13,520.000 |
LS | 0.0 |
| 0300 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 107.000 |
107.000 |
$415.000 |
EACH | 0.2 |
| 0310 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 57.000 |
57.000 |
$415.000 |
EACH | 0.1 |
| 0320 | PLUG PIPE | 01314 | 10.000 |
10.000 |
$500.000 |
EACH | 0.0 |
| 0330 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 6.000 |
6.000 |
$2,600.000 |
EACH | 0.1 |
| 0340 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 6.000 |
6.000 |
$3,200.000 |
EACH | 0.1 |
| 0350 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
2.000 |
$4,100.000 |
EACH | 0.0 |
| 0360 | CONC MED BARR BOX INLET TY 14A2 | 01614 | 3.000 |
3.000 |
$8,450.000 |
EACH | 0.1 |
| 0370 | CONC MED BARR BOX INLET TY 14B2 | 01615 | 34.000 |
34.000 |
$8,450.000 |
EACH | 1.0 |
| 0380 | CONC MED BARR BOX INLET TY 14B1 | 01616 | 7.000 |
7.000 |
$8,450.000 |
EACH | 0.2 |
| 0390 | JUNCTION BOX-30 INCH | 01644 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0400 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 44.000 |
44.000 |
$125.000 |
EACH | 0.0 |
| 0410 | ISLAND HEADER CURB TYPE 1 | 01890 | 200.000 |
200.000 |
$30.000 |
LF | 0.0 |
| 0420 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 51.000 |
51.000 |
$6.000 |
EACH | 0.0 |
| 0430 | DELINEATOR FOR BARRIER-WHITE | 01984 | 446.000 |
446.000 |
$6.300 |
EACH | 0.0 |
| 0440 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 1,454.000 |
1,454.000 |
$2.260 |
EACH | 0.0 |
| 0450 | RELOCATE TEMP CONC MED BARRIER | 02003 | 44,590.000 |
44,590.000 |
$2.260 |
LF | 0.4 |
| 0460 | BARRICADE-TYPE III | 02014 | 16.000 |
16.000 |
$275.000 |
EACH | 0.0 |
| 0470 | REMOVE PAVEMENT | 02091 | 118,906.000 |
118,906.000 |
$4.450 |
SQYD | 1.9 |
| 0480 | TEMPORARY DITCH | 02159 | 11,848.000 |
11,848.000 |
$1.000 |
LF | 0.0 |
| 0490 | ROADWAY EXCAVATION | 02200 | 37,038.000 |
37,038.000 |
$24.850 |
CUYD | 3.3 |
| 0500 | FLOWABLE FILL | 02220 | 170.000 |
170.000 |
$165.000 |
CUYD | 0.1 |
| 0510 | WATER | 02242 | 100.000 |
100.000 |
$0.250 |
MGAL | 0.0 |
| 0520 | FENCE-TEMPORARY | 02259 | 2,500.000 |
2,500.000 |
$3.000 |
LF | 0.0 |
| 0530 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 40,988.880 |
40,988.880 |
$5.000 |
LF | 0.7 |
| 0540 | REMOVE FENCE | 02265 | 40,988.880 |
40,988.880 |
$2.000 |
LF | 0.3 |
| 0550 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$60.000 |
EACH | 0.0 |
| 0560 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
8.000 |
$2,300.000 |
EACH | 0.1 |
| 0570 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 4.000 |
4.000 |
$900.000 |
EACH | 0.0 |
| 0580 | REMOVE GUARDRAIL | 02381 | 6,713.500 |
6,713.500 |
$1.200 |
LF | 0.0 |
| 0590 | REMOVE & RESET GUARDRAIL | 02383 | 2,500.000 |
2,500.000 |
$7.000 |
LF | 0.1 |
| 0600 | REMOVE GUARDRAIL END TREATMENT | 02396 | 27.000 |
27.000 |
$150.000 |
EACH | 0.0 |
| 0610 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0620 | CEMENT | 02542 | 1,980.000 |
1,980.000 |
$123.000 |
TON | 0.9 |
| 0630 | CLEARING AND GRUBBING 60 ACRES | 02545 | 1.000 |
1.000 |
$180,000.000 |
LS | 0.6 |
| 0640 | SIGNS | 02562 | 1,462.100 |
1,462.100 |
$7.000 |
SQFT | 0.0 |
| 0650 | PROJECT CPM SCHEDULE | 02570 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0660 | EDGE KEY | 02585 | 75.000 |
75.000 |
$99.900 |
LF | 0.0 |
| 0670 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 32,000.000 |
32,000.000 |
$0.250 |
SQYD | 0.0 |
| 0680 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$548,000.000 |
LS | 2.0 |
| 0690 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$1,650.000 |
EACH | 0.0 |
| 0700 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 6.000 |
6.000 |
$12,990.000 |
EACH | 0.3 |
| 0710 | SAFELOADING | 02690 | 55.350 |
55.350 |
$225.000 |
CUYD | 0.0 |
| 0720 | TEMPORARY SILT FENCE | 02701 | 11,848.000 |
11,848.000 |
$2.500 |
LF | 0.1 |
| 0730 | SAND FOR BLOTTER | 02702 | 266.000 |
266.000 |
$20.000 |
TON | 0.0 |
| 0740 | SILT TRAP TYPE A | 02703 | 33.000 |
33.000 |
$25.000 |
EACH | 0.0 |
| 0750 | SILT TRAP TYPE B | 02704 | 33.000 |
33.000 |
$25.000 |
EACH | 0.0 |
| 0760 | CLEAN SILT TRAP TYPE A | 02706 | 99.000 |
99.000 |
$100.000 |
EACH | 0.0 |
| 0770 | CLEAN SILT TRAP TYPE B | 02707 | 99.000 |
99.000 |
$100.000 |
EACH | 0.0 |
| 0780 | CLEAN TEMPORARY SILT FENCE | 02709 | 11,848.000 |
11,848.000 |
$0.100 |
LF | 0.0 |
| 0790 | STAKING | 02726 | 1.000 |
1.000 |
$180,000.000 |
LS | 0.6 |
| 0800 | REMOVE STRUCTURE CARTER SIMS BRIDGE | 02731 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.3 |
| 0810 | REMOVE STRUCTURE KY 242 BRIDGE | 02731 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.3 |
| 0820 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$3,450.000 |
EACH | 0.0 |
| 0830 | CRASH CUSHION TYPE VI-T | 02894 | 4.000 |
4.000 |
$4,700.000 |
EACH | 0.1 |
| 0850 | TUBULAR MARKERS | 03225 | 100.000 |
100.000 |
$28.000 |
EACH | 0.0 |
| 0860 | POLE BASE IN MEDIAN WALL | 04741 | 94.000 |
94.000 |
$1,960.000 |
EACH | 0.7 |
| 0870 | CONDUIT-3 INCH | 04797 | 825.000 |
825.000 |
$26.000 |
LF | 0.1 |
| 0880 | JUNCTION BOX TYPE B | 04811 | 11.000 |
11.000 |
$420.000 |
EACH | 0.0 |
| 0890 | EROSION CONTROL BLANKET | 05950 | 18,128.000 |
18,128.000 |
$1.500 |
SQYD | 0.1 |
| 0900 | TEMPORARY MULCH | 05952 | 159,563.000 |
159,563.000 |
$0.200 |
SQYD | 0.1 |
| 0910 | TEMP SEEDING AND PROTECTION | 05953 | 159,563.000 |
159,563.000 |
$0.220 |
SQYD | 0.1 |
| 0920 | TOPDRESSING FERTILIZER | 05966 | 8.260 |
8.260 |
$500.000 |
TON | 0.0 |
| 0930 | SEEDING AND PROTECTION | 05985 | 159,563.000 |
159,563.000 |
$0.350 |
SQYD | 0.2 |
| 0940 | SPECIAL SEEDING CROWN VETCH | 05989 | 6,291.000 |
6,291.000 |
$0.350 |
SQYD | 0.0 |
| 0950 | FLEXIBLE DELINEATOR POST-W | 06417 | 117.000 |
117.000 |
$29.950 |
EACH | 0.0 |
| 0960 | FLEXIBLE DELINEATOR POST-Y | 06418 | 117.000 |
117.000 |
$29.950 |
EACH | 0.0 |
| 0970 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 258,988.000 |
258,988.000 |
$0.210 |
LF | 0.2 |
| 0980 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 3,000.000 |
3,000.000 |
$0.190 |
LF | 0.0 |
| 0990 | PAVE STRIPING REMOVAL-6 INCH | 06531 | 30,696.000 |
30,696.000 |
$0.540 |
LF | 0.1 |
| 1000 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 100.000 |
100.000 |
$6.950 |
EACH | 0.0 |
| 1010 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 990.000 |
990.000 |
$6.950 |
EACH | 0.0 |
| 1020 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,115.000 |
1,115.000 |
$19.950 |
EACH | 0.1 |
| 1030 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 557.000 |
557.000 |
$5.900 |
EACH | 0.0 |
| 1040 | CONCRETE-CLASS A | 08100 | 32.420 |
32.420 |
$900.000 |
CUYD | 0.1 |
| 1050 | STEEL REINFORCEMENT | 08150 | 16.000 |
16.000 |
$1.250 |
LB | 0.0 |
| 1060 | LOT PAY ADJUSTMENT | 10000NS | 418,052.000 |
418,052.000 |
$1.000 |
DOLL | 1.5 |
| 1070 | FUEL ADJUSTMENT | 10020NS | 222,742.000 |
222,742.000 |
$1.000 |
DOLL | 0.8 |
| 1080 | ASPHALT ADJUSTMENT | 10030NS | 358,247.000 |
358,247.000 |
$1.000 |
DOLL | 1.3 |
| 1090 | QC FOR CONCRETE ACCEPTANCE | 20181ES113 | 1.000 |
1.000 |
$28,000.000 |
LS | 0.1 |
| 1100 | QC FOR EMBANKMENT AND SUBGRADE | 20182ES182 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 1110 | CONC BARR WALL TY 9T-INSTALL | 20190ES601 | 41,800.000 |
41,800.000 |
$9.850 |
LF | 1.5 |
| 1120 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 89,180.000 |
89,180.000 |
$0.190 |
LF | 0.1 |
| 1130 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | 21,425.000 |
21,425.000 |
$3.000 |
LF | 0.2 |
| 1140 | CONC MED BAR TY 14C(50) | 20413ES508 | 21,811.250 |
21,811.250 |
$58.500 |
LF | 4.5 |
| 1150 | CONC MED BAR TY 14C1(50) | 20414ES508 | 416.640 |
416.640 |
$160.000 |
LF | 0.2 |
| 1160 | SILT TRAP TYPE C | 20496NS843 | 33.000 |
33.000 |
$20.000 |
EACH | 0.0 |
| 1170 | CLEAN SILT TRAP TYPE C | 20497NS843 | 99.000 |
99.000 |
$20.000 |
EACH | 0.0 |
| 1180 | TRAFFIC MONITORING | 20528ND | 1.000 |
1.000 |
$79,000.000 |
LS | 0.3 |
| 1190 | CRASH CUSHION REPLACEMENT ELEMENTS | 20998ND | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1200 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 1210 | BORE AND JACK 18 IN PIPE | 21290ND | 300.000 |
300.000 |
$250.000 |
LF | 0.3 |
| 1220 | DELINEATOR FOR BARRIER WALL-B W/Y | 21332NS830 | 498.000 |
498.000 |
$7.000 |
EACH | 0.0 |
| 1230 | RUBBELIZE PAVEMENT | 21343ED | 118,906.000 |
118,906.000 |
$1.350 |
SQYD | 0.6 |
| 1240 | CONC MEDIAN BARRIER TY 14C2(50) | 21383ES507 | 67.000 |
67.000 |
$220.000 |
LF | 0.1 |
| 1250 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | 10,440.000 |
10,440.000 |
$2.000 |
SQYD | 0.1 |
| 1260 | POTHOLE PATCHING | 21549EN | 2,000.000 |
2,000.000 |
$37.000 |
SQYD | 0.3 |
| 1270 | BORE AND JACK PIPE-24 IN | 21799EN | 300.000 |
300.000 |
$325.000 |
LF | 0.3 |
| 1280 | BORE AND JACK PIPE-30 IN | 21800EN | 100.000 |
100.000 |
$400.000 |
LF | 0.1 |
| 1290 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 4,000.000 |
4,000.000 |
$17.100 |
LF | 0.2 |
| 1300 | CONC MED BARR BOX INLET TY14B2 TOP PHASE | 22698NN | 9.000 |
9.000 |
$7,000.000 |
EACH | 0.2 |
| 1310 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | 66,985.000 |
66,985.000 |
$0.250 |
LF | 0.1 |
| 1320 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | 44,590.000 |
44,590.000 |
$0.250 |
LF | 0.0 |
| 1330 | TEMP END TREATMENT TY 1 | 22867NC | 5.000 |
5.000 |
$2,400.000 |
EACH | 0.0 |
| 1340 | TEMP END TREATMENT TY 4A | 22868NC | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 8000 | REM AND RESET CRASH CUSHION | 20405ES112 | 0.000 |
6.000 |
$1,575.000 |
EACH | 0.0 |
| 8001 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8002 | MAINTAIN & CONTROL TRAFFIC DRAINAGE CORRECTION | 02650 | 0.000 |
1.000 |
$6,000.000 |
LS | 0.0 |
| 8003 | STAKING DRAINAGE CORRECTION | 02726 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8004 | JUNCTION BOX TYPE B | 04811 | 0.000 |
1.000 |
$3,675.000 |
EACH | 0.0 |
| 8005 | DROP BOX INLET TYPE 16G | 01581 | 0.000 |
1.000 |
$3,675.000 |
EACH | 0.0 |
| 8006 | STORM SEWER PIPE-12 INCH | 00520 | 0.000 |
4.000 |
$52.500 |
LF | 0.0 |
| 8007 | SLOTTED DRAIN PIPE-12 IN | 00980 | 0.000 |
50.000 |
$131.250 |
LF | 0.0 |
| 8200 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 0.000 |
14,090.000 |
$68.660 |
TON | 0.0 |
| 8201 | REFERENCE MARKER | 04903 | 0.000 |
44.000 |
$136.500 |
EACH | 0.0 |
| 8202 | BARRIER MOUNTING BRACKET | 04904 | 0.000 |
22.000 |
$211.260 |
EACH | 0.0 |
| 8203 | ASPH PAVE MILLING & TEXTURING | 02677 | 0.000 |
-20,000.000 |
$10.500 |
TON | 0.0 |
Category Total $24,048,487.95 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1350 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,318,782.340 |
LS | 4.7 |
| 1360 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$395,634.700 |
LS | 1.4 |
Category Total $1,714,417.04 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1370 | SBM ALUMINUM PANEL SIGNS | 06405 | 273.500 |
273.500 |
$16.500 |
SQFT | 0.0 |
| 1380 | STEEL POST MILE MARKERS | 06412 | 10.000 |
10.000 |
$200.000 |
EACH | 0.0 |
| 1390 | REMOVE SIGN SUPPORT BEAM | 06451 | 3.000 |
3.000 |
$100.000 |
EACH | 0.0 |
| 1400 | CLASS A CONCRETE FOR SIGNS | 06490 | 4.180 |
4.180 |
$450.000 |
CUYD | 0.0 |
| 1410 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 220.000 |
220.000 |
$0.100 |
LB | 0.0 |
| 1420 | ROADWAY CROSS SECTION | 20419ED | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1430 | GMSS GALV STEEL TYPE C | 20815ED | 1,043.200 |
1,043.200 |
$4.000 |
LB | 0.0 |
| 1440 | REMOVE SIGN | 21373ND | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
Category Total $13,288.55 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 26251 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1450 | REMOVE CONCRETE MASONRY | 02403 | 13.100 |
13.100 |
$301.300 |
CUYD | 0.0 |
| 1460 | FOUNDATION PREPARATION 26251 | 08003 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 1470 | CONCRETE-CLASS A | 08100 | 73.800 |
73.800 |
$647.080 |
CUYD | 0.2 |
| 1480 | STEEL REINFORCEMENT | 08150 | 7,631.000 |
7,631.000 |
$0.980 |
LB | 0.0 |
Category Total $64,679.91 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 26252 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1490 | REMOVE CONCRETE MASONRY | 02403 | 23.200 |
23.200 |
$301.300 |
CUYD | 0.0 |
| 1500 | FOUNDATION PREPARATION 26252 | 08003 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 1510 | CONCRETE-CLASS A | 08100 | 53.900 |
53.900 |
$647.080 |
CUYD | 0.1 |
| 1520 | STEEL REINFORCEMENT | 08150 | 5,204.000 |
5,204.000 |
$0.980 |
LB | 0.0 |
Category Total $52,467.69 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | 26253 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1530 | REMOVE CONCRETE MASONRY | 02403 | 28.800 |
28.800 |
$301.300 |
CUYD | 0.0 |
| 1540 | FOUNDATION PREPARATION 26253 | 08003 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.0 |
| 1550 | CONCRETE-CLASS A | 08100 | 82.900 |
82.900 |
$647.080 |
CUYD | 0.2 |
| 1560 | STEEL REINFORCEMENT | 08150 | 11,568.000 |
11,568.000 |
$0.980 |
LB | 0.0 |
Category Total $79,657.01 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | 25532 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1570 | FLOWABLE FILL | 02220 | 115.800 |
115.800 |
$165.000 |
CUYD | 0.1 |
| 1580 | REMOVE CONCRETE MASONRY | 02403 | 16.300 |
16.300 |
$301.300 |
CUYD | 0.0 |
| 1590 | MASONRY COATING | 02998 | 1,439.000 |
1,439.000 |
$12.000 |
SQYD | 0.1 |
| 1600 | ARMORED EDGE FOR CONCRETE | 03299 | 69.200 |
69.200 |
$75.000 |
LF | 0.0 |
| 1610 | STRUCTURE EXCAVATION-COMMON | 08001 | 411.600 |
411.600 |
$40.000 |
CUYD | 0.1 |
| 1620 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 303.000 |
303.000 |
$30.000 |
TON | 0.0 |
| 1630 | TEST PILES | 08033 | 200.000 |
200.000 |
$57.000 |
LF | 0.0 |
| 1640 | PILES-STEEL HP12X53 | 08046 | 1,306.000 |
1,306.000 |
$57.000 |
LF | 0.3 |
| 1650 | PILE POINTS-12 INCH | 08094 | 36.000 |
36.000 |
$100.000 |
EACH | 0.0 |
| 1660 | CONCRETE-CLASS A | 08100 | 218.900 |
218.900 |
$647.080 |
CUYD | 0.5 |
| 1670 | CONCRETE-CLASS AA | 08104 | 328.500 |
328.500 |
$704.000 |
CUYD | 0.8 |
| 1680 | STEEL REINFORCEMENT | 08150 | 33,373.000 |
33,373.000 |
$0.980 |
LB | 0.1 |
| 1690 | STEEL REINF-EPOXY COATED | 08151 | 87,940.000 |
87,940.000 |
$1.000 |
LB | 0.3 |
| 1700 | ELECTRICAL CONDUIT 25532 | 08269 | 1.000 |
1.000 |
$7,800.000 |
LS | 0.0 |
| 1710 | REMOVE SUPERSTRUCTURE 25532 | 08301 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.4 |
| 1720 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,122.300 |
1,122.300 |
$235.000 |
LF | 0.9 |
| 1730 | RAIL SYSTEM TYPE III | 21532ED | 570.900 |
570.900 |
$106.000 |
LF | 0.2 |
Category Total $1,087,083.44 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | 25531 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1740 | FLOWABLE FILL | 02220 | 107.200 |
107.200 |
$165.000 |
CUYD | 0.1 |
| 1750 | REMOVE CONCRETE MASONRY | 02403 | 15.300 |
15.300 |
$301.300 |
CUYD | 0.0 |
| 1760 | MASONRY COATING | 02998 | 1,363.000 |
1,363.000 |
$12.000 |
SQYD | 0.1 |
| 1770 | ARMORED EDGE FOR CONCRETE | 03299 | 65.300 |
65.300 |
$75.000 |
LF | 0.0 |
| 1780 | STRUCTURE EXCAVATION-COMMON | 08001 | 417.200 |
417.200 |
$40.000 |
CUYD | 0.1 |
| 1790 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 228.000 |
228.000 |
$30.000 |
TON | 0.0 |
| 1800 | TEST PILES | 08033 | 194.000 |
194.000 |
$57.000 |
LF | 0.0 |
| 1810 | PILES-STEEL HP12X53 | 08046 | 1,078.000 |
1,078.000 |
$57.000 |
LF | 0.2 |
| 1820 | PILE POINTS-12 INCH | 08094 | 34.000 |
34.000 |
$100.000 |
EACH | 0.0 |
| 1830 | CONCRETE-CLASS A | 08100 | 213.600 |
213.600 |
$647.080 |
CUYD | 0.5 |
| 1840 | CONCRETE-CLASS AA | 08104 | 301.200 |
301.200 |
$704.000 |
CUYD | 0.8 |
| 1850 | STEEL REINFORCEMENT | 08150 | 28,716.000 |
28,716.000 |
$0.980 |
LB | 0.1 |
| 1860 | STEEL REINF-EPOXY COATED | 08151 | 85,412.000 |
85,412.000 |
$1.000 |
LB | 0.3 |
| 1870 | ELECTRICAL CONDUIT 25531 | 08269 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.1 |
| 1880 | REMOVE SUPERSTRUCTURE 25531 | 08301 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.4 |
| 1890 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,042.300 |
1,042.300 |
$235.000 |
LF | 0.9 |
| 1900 | RAIL SYSTEM TYPE III | 21532ED | 530.600 |
530.600 |
$106.000 |
LF | 0.2 |
Category Total $1,028,982.25 |
| SM- Project | DE11400650764 | CATEGORY NUMBER | 0009 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1910 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,000.00 |