|
Item List 131308 |
Date:12/08/2023 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 131308 | Primary Project Number | DE03410821308 |
| Contract Description | LEESTOWN ROAD (US 421) & CITATION BOULEVARD | ||
| Primary County | FAYETTE | Fed/St Number | 034GR13D013-STPM AND FD04 SPP |
| Vendor ID | 01947 | Vendor Name | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION |
| Bid Amount | $ 36,961,408.49 | ||
| SM- Project | DE03404211282 |
| Fed/State Number | STPM 8530 (004) |
| Project Description | LEESTOWN ROAD (US 421) |
| *********** |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 (REVISED: 4-15-13) | 00078 | 17,057.000 |
27,170.920 |
$23.010 |
TON | 1.1 |
| 0020 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$7,761.600 |
LS | 0.0 |
| 0030 | STANDARD CURB AND GUTTER | 01810 | 13,750.000 |
13,750.000 |
$13.800 |
LF | 0.5 |
| 0040 | STANDARD CURB AND GUTTER MOD | 01811 | 3,668.000 |
3,668.000 |
$14.500 |
LF | 0.1 |
| 0050 | LIP CURB AND GUTTER MOD | 01821 | 294.000 |
294.000 |
$35.000 |
LF | 0.0 |
| 0060 | ISLAND CURB AND GUTTER | 01825 | 13,189.000 |
13,189.000 |
$13.800 |
LF | 0.5 |
| 0070 | STANDARD INTEGRAL CURB | 01830 | 2,007.000 |
2,007.000 |
$12.420 |
LF | 0.1 |
| 0080 | ISLAND INTEGRAL CURB | 01845 | 1,991.000 |
1,991.000 |
$22.180 |
LF | 0.1 |
| 0090 | REMOVE CURB | 01904 | 32.000 |
32.000 |
$36.960 |
LF | 0.0 |
| 0100 | REMOVE ASPHALT MEDIAN | 02008 | 1,200.000 |
1,200.000 |
$5.000 |
LF | 0.0 |
| 0110 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$492.800 |
EACH | 0.0 |
| 0120 | REMOVE PAVEMENT | 02091 | 91.000 |
91.000 |
$30.800 |
SQYD | 0.0 |
| 0130 | TEMP DITCH | 02159 | 10,300.000 |
10,300.000 |
$1.230 |
LF | 0.0 |
| 0140 | ROADWAY EXCAVATION | 02200 | 61,617.000 |
76,887.440 |
$18.850 |
CUYD | 3.1 |
| 0150 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 126.000 |
126.000 |
$25.000 |
CUYD | 0.0 |
| 0160 | WATER | 02242 | 3.000 |
3.000 |
$123.200 |
MGAL | 0.0 |
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 93.000 |
93.000 |
$85.000 |
EACH | 0.0 |
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 14.000 |
14.000 |
$65.000 |
EACH | 0.0 |
| 0190 | CHANNEL LINING CLASS II | 02483 | 596.000 |
596.000 |
$32.160 |
TON | 0.1 |
| 0200 | CLEARING AND GRUBBING (11 ACRES) | 02545 | 1.000 |
1.000 |
$316,529.750 |
LS | 0.9 |
| 0210 | CONCRETE-CLASS B | 02555 | 253.700 |
253.700 |
$340.000 |
CUYD | 0.2 |
| 0220 | TEMPORARY SIGNS | 02562 | 572.000 |
572.000 |
$17.250 |
SQFT | 0.0 |
| 0230 | EDGE KEY | 02585 | 200.000 |
200.000 |
$20.000 |
LF | 0.0 |
| 0240 | FABRIC-GEOTEXTILE TYPE IV (REVISED: 4-15-13) | 02599 | 57,435.000 |
104,594.450 |
$1.430 |
SQYD | 0.2 |
| 0250 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 2,660.000 |
2,660.000 |
$2.000 |
SQYD | 0.0 |
| 0260 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$353,571.680 |
LS | 1.0 |
| 0270 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$15,400.000 |
EACH | 0.3 |
| 0280 | TEMP SILT FENCE | 02701 | 10,300.000 |
10,300.000 |
$2.530 |
LF | 0.1 |
| 0290 | SILT TRAP TYPE A | 02703 | 11.000 |
11.000 |
$227.920 |
EACH | 0.0 |
| 0300 | SILT TRAP TYPE B | 02704 | 11.000 |
11.000 |
$215.600 |
EACH | 0.0 |
| 0310 | SILT TRAP TYPE C | 02705 | 11.000 |
11.000 |
$199.580 |
EACH | 0.0 |
| 0320 | CLEAN SILT TRAP TYPE A | 02706 | 33.000 |
33.000 |
$56.980 |
EACH | 0.0 |
| 0330 | CLEAN SILT TRAP TYPE B | 02707 | 33.000 |
33.000 |
$53.900 |
EACH | 0.0 |
| 0340 | CLEAN SILT TRAP TYPE C | 02708 | 33.000 |
33.000 |
$49.900 |
EACH | 0.0 |
| 0350 | CLEAN TEMP SILT FENCE | 02709 | 30,900.000 |
30,900.000 |
$0.250 |
LF | 0.0 |
| 0360 | SIDEWALK-4 IN CONCRETE | 02720 | 8,603.000 |
8,603.000 |
$35.940 |
SQYD | 0.8 |
| 0370 | STAKING | 02726 | 1.000 |
1.000 |
$122,953.600 |
LS | 0.3 |
| 0380 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 30.000 |
30.000 |
$173.000 |
EACH | 0.0 |
| 0390 | EROSION CONTROL BLANKET | 05950 | 4,230.000 |
4,230.000 |
$1.100 |
SQYD | 0.0 |
| 0400 | TEMP MULCH | 05952 | 53,240.000 |
53,240.000 |
$0.180 |
SQYD | 0.0 |
| 0410 | TEMP SEEDING AND PROTECTION | 05953 | 22,600.000 |
22,600.000 |
$0.200 |
SQYD | 0.0 |
| 0420 | TOPDRESSING FERTILIZER | 05966 | 3.000 |
3.000 |
$695.000 |
TON | 0.0 |
| 0430 | SEEDING AND PROTECTION | 05985 | 53,240.000 |
53,240.000 |
$0.320 |
SQYD | 0.0 |
| 0440 | SPECIAL SEEDING CROWN VETCH | 05989 | 506.000 |
506.000 |
$0.250 |
SQYD | 0.0 |
| 0450 | SODDING | 05990 | 17,386.000 |
17,386.000 |
$4.950 |
SQYD | 0.2 |
| 0460 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 61,645.000 |
61,645.000 |
$0.130 |
LF | 0.0 |
| 0470 | PAVE STRIPING REMOVAL-4 IN | 06530 | 14,328.000 |
14,328.000 |
$0.400 |
LF | 0.0 |
| 0480 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 470.000 |
470.000 |
$4.600 |
EACH | 0.0 |
| 0490 | CONCRETE-CLASS A | 08100 | 2,037.000 |
2,037.000 |
$206.680 |
CUYD | 1.1 |
| 0500 | DRY-LAID ROCK FENCE | 20063EN9T | 422.000 |
422.000 |
$200.000 |
LF | 0.2 |
| 0510 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | 54.000 |
54.000 |
$45.000 |
EACH | 0.0 |
| 0520 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | 2.000 |
2.000 |
$173.000 |
EACH | 0.0 |
| 0530 | REMOVE & RELOCATE SIGNS | 20418ED | 1.000 |
1.000 |
$210.000 |
EACH | 0.0 |
| 0540 | REMOVE SIGN | 21373ND | 15.000 |
15.000 |
$60.000 |
EACH | 0.0 |
| 0550 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | 470.000 |
470.000 |
$5.000 |
LF | 0.0 |
| 0560 | PIPELINE VIDEO INSPECTION | 23131ER701 | 6,804.000 |
6,804.000 |
$2.460 |
LF | 0.0 |
| 0570 | DETECTABLE WARNINGS | 23158ES505 | 1,577.000 |
1,577.000 |
$34.500 |
SQFT | 0.1 |
| 8002 | RETAINING WALL | 20352MD | 0.000 |
1.000 |
$50,601.030 |
LS | 0.0 |
| 8004 | HANDRAIL-TYPE A-1 FedEx Wall | 02611 | 0.000 |
39.000 |
$104.500 |
LF | 0.0 |
| 8005 | TEMPORARY LIGHTING | 20454NS835 | 0.000 |
1.000 |
$6,561.280 |
LS | 0.0 |
| 8006 | HANDRAIL-TYPE A-1 | 02611 | 0.000 |
354.000 |
$57.000 |
LF | 0.0 |
| 8007 | REMOVE & REPLACE FLAGPOLES | 23055N | 0.000 |
1.000 |
$15,531.490 |
LS | 0.0 |
| 8012 | STEEL POST TYPE 1 | 06410 | 0.000 |
718.000 |
$10.190 |
LF | 0.0 |
| 8075 | STANDARD CURB AND GUTTER | 01810 | 0.000 |
19.000 |
$13.800 |
LF | 0.0 |
| 8082 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8093 | NON-SPEC MATERIAL Asphalt Thickness | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8100 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8200 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $4,282,452.71 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0002 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0580 | CULVERT PIPE-12 IN | 00460 | 4.000 |
4.000 |
$51.400 |
LF | 0.0 |
| 0590 | STORM SEWER PIPE-15 IN | 00521 | 8,176.500 |
8,176.500 |
$50.200 |
LF | 1.1 |
| 0600 | STORM SEWER PIPE-18 IN | 00522 | 4,166.500 |
4,166.500 |
$56.800 |
LF | 0.6 |
| 0610 | STORM SEWER PIPE-24 IN | 00524 | 826.500 |
826.500 |
$69.800 |
LF | 0.2 |
| 0620 | STORM SEWER PIPE-30 IN | 00526 | 155.000 |
155.000 |
$106.700 |
LF | 0.0 |
| 0630 | STORM SEWER PIPE-18 IN EQUIV | 00552 | 198.000 |
198.000 |
$66.000 |
LF | 0.0 |
| 0640 | STORM SEWER PIPE-21 IN EQUIV | 00553 | 16.000 |
16.000 |
$158.100 |
LF | 0.0 |
| 0650 | PERFORATED PIPE-4 IN | 01000 | 16,958.000 |
16,958.000 |
$6.780 |
LF | 0.3 |
| 0660 | NON-PERFORATED PIPE-6 IN | 01011 | 14.000 |
14.000 |
$12.320 |
LF | 0.0 |
| 0670 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 1.000 |
1.000 |
$523.600 |
EACH | 0.0 |
| 0680 | PIPE CULVERT HEADWALL-12 IN | 01200 | 1.000 |
1.000 |
$1,280.000 |
EACH | 0.0 |
| 0690 | PIPE CULVERT HEADWALL-15 IN | 01202 | 3.000 |
3.000 |
$1,280.000 |
EACH | 0.0 |
| 0700 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$1,370.000 |
EACH | 0.0 |
| 0710 | PIPE CULVERT HEADWALL-30 IN | 01210 | 1.000 |
1.000 |
$1,620.000 |
EACH | 0.0 |
| 0720 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$1,560.000 |
EACH | 0.0 |
| 0730 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$1,760.000 |
EACH | 0.0 |
| 0740 | CURB BOX INLET TYPE B | 01480 | 92.000 |
88.000 |
$3,730.000 |
EACH | 0.9 |
| 0750 | DROP BOX INLET TYPE 1 | 01490 | 6.000 |
6.000 |
$3,120.000 |
EACH | 0.1 |
| 0760 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$3,890.000 |
EACH | 0.0 |
| 0770 | DROP BOX INLET TYPE 11 | 01544 | 3.000 |
3.000 |
$2,930.000 |
EACH | 0.0 |
| 0780 | CAP DROP BOX INLET | 01584 | 1.000 |
1.000 |
$960.000 |
EACH | 0.0 |
| 0790 | JUNCTION BOX-15 IN | 01641 | 6.000 |
6.000 |
$1,870.000 |
EACH | 0.0 |
| 0800 | JUNCTION BOX-18 IN | 01642 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 0810 | JUNCTION BOX-24 IN | 01643 | 1.000 |
1.000 |
$1,980.000 |
EACH | 0.0 |
| 0820 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 66.000 |
66.000 |
$175.000 |
EACH | 0.0 |
| 0830 | MANHOLE TYPE A | 01756 | 3.000 |
3.000 |
$2,990.000 |
EACH | 0.0 |
| 0840 | MANHOLE TYPE C | 01767 | 3.000 |
3.000 |
$4,880.000 |
EACH | 0.0 |
| 0850 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 23.700 |
23.700 |
$5.650 |
SQYD | 0.0 |
| 8001 | CURB BOX INLET TYPE B Additional Height | 01480 | 0.000 |
4.000 |
$3,980.370 |
EACH | 0.0 |
Category Total $1,293,434.12 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0003 | CATEGORY Description | PAVING (ASPHALT ALTERNATE) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | DGA BASE | 00001 | 44,737.000 |
44,737.000 |
$18.500 |
TON | 2.2 |
| 0870 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 16,516.000 |
16,516.000 |
$50.000 |
TON | 2.2 |
| 0880 | JPC PAVEMENT DRAINAGE BLANKET | 00022 | 3,905.000 |
3,905.000 |
$50.000 |
TON | 0.5 |
| 0890 | ASPHALT SEAL AGGREGATE | 00100 | 15.300 |
15.300 |
$100.000 |
TON | 0.0 |
| 0900 | ASPHALT SEAL COAT | 00103 | 1.840 |
1.840 |
$1,000.000 |
TON | 0.0 |
| 0910 | LEVELING & WEDGING PG64-22 | 00190 | 681.000 |
681.000 |
$75.000 |
TON | 0.1 |
| 0920 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,370.000 |
3,370.000 |
$62.500 |
TON | 0.6 |
| 0930 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 36,306.000 |
36,306.000 |
$62.500 |
TON | 6.1 |
| 0940 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 596.000 |
596.000 |
$72.500 |
TON | 0.1 |
| 0950 | JPC PAVEMENT-10 IN | 02069 | 17,734.000 |
17,734.000 |
$66.250 |
SQYD | 3.2 |
| 0960 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 38.000 |
38.000 |
$80.080 |
SQYD | 0.0 |
| 0970 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | 1.000 |
1.000 |
$0.000 |
LS | 0.0 |
| 0980 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 5,601.000 |
5,601.000 |
$83.000 |
TON | 1.3 |
| 8009 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 0.000 |
86.760 |
$55.000 |
TON | 0.0 |
| 8010 | MOBILIZATION FOR MILL & TEXT | 02676 | 0.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 8011 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | 0.000 |
3.000 |
$220.000 |
EACH | 0.0 |
| 8014 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
30.000 |
$1.380 |
LF | 0.0 |
| 8015 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
90.000 |
$1.380 |
LF | 0.0 |
| 8016 | PAVE MARK THERMO CHEVRON | 24679ED | 0.000 |
4,380.000 |
$4.400 |
SQFT | 0.0 |
| 8017 | INLAID PAVEMENT MARKER | 24489EC | 0.000 |
539.000 |
$45.100 |
EACH | 0.0 |
| 8101 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8201 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $6,068,893.04 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION (ASPHALT ALTERNATE) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1120 | CONDUIT-1 IN | 04792 | 441.000 |
441.000 |
$7.770 |
LF | 0.0 |
| 1130 | CONDUIT-1 1/4 IN | 04793 | 964.000 |
964.000 |
$6.830 |
LF | 0.0 |
| 1140 | CONDUIT-2 IN | 04795 | 789.000 |
789.000 |
$11.730 |
LF | 0.0 |
| 1150 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | 19.000 |
19.000 |
$686.550 |
EACH | 0.0 |
| 1160 | TRENCHING AND BACKFILLING | 04820 | 2,193.000 |
2,193.000 |
$2.000 |
LF | 0.0 |
| 1170 | LOOP WIRE | 04830 | 9,102.000 |
9,102.000 |
$0.230 |
LF | 0.0 |
| 1180 | CABLE-NO. 14/7C | 04845 | 12,611.000 |
12,611.000 |
$1.300 |
LF | 0.0 |
| 1190 | CABLE-NO. 14/1 PAIR | 04850 | 14,668.000 |
14,668.000 |
$1.300 |
LF | 0.1 |
| 1200 | MESSENGER-10800 LB | 04885 | 2,725.000 |
2,725.000 |
$3.850 |
LF | 0.0 |
| 1210 | PREFORMED LOOP/LEAD-IN | 04894 | 932.000 |
932.000 |
$5.990 |
LF | 0.0 |
| 1220 | LOOP SAW SLOT AND FILL | 04895 | 3,184.000 |
3,184.000 |
$10.500 |
LF | 0.1 |
| 1230 | INSTALL STEEL STRAIN POLE | 04932 | 20.000 |
20.000 |
$638.750 |
EACH | 0.0 |
| 1240 | REMOVE SIGNAL EQUIPMENT | 04950 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.0 |
| 1250 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 34.000 |
34.000 |
$194.000 |
EACH | 0.0 |
| 1260 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 38.000 |
38.000 |
$173.000 |
EACH | 0.0 |
| 1270 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 13.000 |
13.000 |
$173.000 |
EACH | 0.0 |
| 1280 | PREFORMED LOOPS | 20452ES835 | 192.000 |
192.000 |
$15.000 |
LF | 0.0 |
| 1290 | PREFORMED QUADRAPOLE LOOPS | 20453ES835 | 1,326.000 |
1,326.000 |
$15.000 |
LF | 0.1 |
| 1300 | VIDEO CAMERA | 20455NS835 | 16.000 |
16.000 |
$6,301.300 |
EACH | 0.3 |
| 1310 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | 14.000 |
14.000 |
$320.000 |
EACH | 0.0 |
| 1320 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 34.000 |
34.000 |
$172.000 |
EACH | 0.0 |
| 1330 | TRAFFIC SIGNAL POLE BASE | 23157EN | 99.950 |
99.950 |
$1,033.000 |
CUYD | 0.3 |
| 1340 | INSTALL CONTROLLER CABINET | 23206EC | 5.000 |
5.000 |
$3,042.000 |
EACH | 0.0 |
| 1350 | SIGNAL CONTROLLER | 24555ED | 5.000 |
5.000 |
$7,767.000 |
EACH | 0.1 |
Category Total $449,164.35 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNING & STRIPING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1360 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 515.000 |
515.000 |
$11.000 |
SQFT | 0.0 |
| 1370 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 48.000 |
48.000 |
$14.450 |
SQFT | 0.0 |
| 1380 | STEEL POST TYPE 2 | 06411 | 690.000 |
0.000 |
$5.920 |
LF | 0.0 |
| 1390 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 40,316.000 |
40,316.000 |
$0.140 |
LF | 0.0 |
| 1400 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | 4,667.000 |
4,667.000 |
$3.000 |
LF | 0.0 |
| 1410 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 1,188.000 |
1,188.000 |
$7.000 |
LF | 0.0 |
| 1420 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 3,529.000 |
3,529.000 |
$4.000 |
SQFT | 0.0 |
| 1430 | PAVE MARKING-THERMO CURV ARROW | 06574 | 94.000 |
94.000 |
$95.000 |
EACH | 0.0 |
| 1440 | PAVE MARKING-THERMO COMB ARROW | 06575 | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
| 1450 | PAVEMENT MARKER TYPE V-MW | 06589 | 502.000 |
0.000 |
$20.360 |
EACH | 0.0 |
| 1460 | PAVEMENT MARKER TYPE V-BY | 06591 | 37.000 |
0.000 |
$20.360 |
EACH | 0.0 |
| 1470 | PAVE MARKING THERMO-BIKE | 20782NS714 | 50.000 |
50.000 |
$160.000 |
EACH | 0.0 |
| 1480 | PAVE MARK-THERMO-24 IN Y | 23260EC | 234.000 |
234.000 |
$8.000 |
LF | 0.0 |
| 1490 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | 50.000 |
50.000 |
$75.000 |
EACH | 0.0 |
| 8003 | PAVEMENT MARKING REMOVAL THERMO | 06598 | 0.000 |
1,000.000 |
$4.400 |
SQFT | 0.0 |
| 8008 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | 0.000 |
1,134.000 |
$5.500 |
LF | 0.0 |
| 8013 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 0.000 |
6,162.000 |
$4.400 |
LF | 0.0 |
Category Total $86,546.68 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0007 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1500 | POLE BASE | 04740 | 101.000 |
101.000 |
$655.000 |
EACH | 0.2 |
| 1510 | CONDUIT-2 IN | 04795 | 24,669.000 |
24,669.000 |
$3.100 |
LF | 0.2 |
| 1520 | ELECTRICAL JUNCTION BOX | 04810 | 21.000 |
21.000 |
$703.000 |
EACH | 0.0 |
| 1530 | TRENCHING AND BACKFILLING | 04820 | 22,880.000 |
22,880.000 |
$2.000 |
LF | 0.1 |
| 1540 | OPEN CUT ROADWAY | 04821 | 65.000 |
65.000 |
$41.100 |
LF | 0.0 |
| 1550 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 1560 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 9.000 |
9.000 |
$1,076.000 |
EACH | 0.0 |
| 1570 | BORE AND JACK CONDUIT | 21543EN | 1,721.000 |
1,721.000 |
$18.460 |
LF | 0.1 |
Category Total $247,377.06 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0008 | CATEGORY Description | MOBILIZATION / DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1580 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$543,768.920 |
LS | 1.5 |
| 1590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$216,000.000 |
LS | 0.6 |
Category Total $759,768.92 |
| SM- Project | DE03404211282 | CATEGORY NUMBER | 0010 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1820 | TRAINEE PAYMENT REIMBURSEMENT (1 TRUCK DRIVER) | 02742 | 1,400.000 |
1,400.000 |
$1.230 |
HOUR | 0.0 |
| 1830 | TRAINEE PAYMENT REIMBURSEMENT (1 CLASS B OPERATOR) | 02742 | 1,400.000 |
1,400.000 |
$1.230 |
HOUR | 0.0 |
Category Total $3,444.00 |
| SM- Project | DE03410821308 |
| Fed/State Number | FD04 SPP 034 1082 NEW ROUTE |
| Project Description | CITATION BOULEVARD |
| *********** |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY (ASPHALT ALTERNATE) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | STEEL ENCASEMENT PIPE-24 IN | 01081 | 210.000 |
210.000 |
$160.160 |
LF | 0.1 |
| 0020 | ADJUST MANHOLE | 01792 | 2.000 |
2.000 |
$616.000 |
EACH | 0.0 |
| 0030 | STANDARD CURB AND GUTTER | 01810 | 22,543.000 |
22,543.000 |
$13.800 |
LF | 0.8 |
| 0040 | ISLAND CURB AND GUTTER | 01825 | 19,548.000 |
19,548.000 |
$13.800 |
LF | 0.7 |
| 0050 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 12.000 |
12.000 |
$6.500 |
EACH | 0.0 |
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 12.000 |
12.000 |
$6.500 |
EACH | 0.0 |
| 0070 | CURB TO BARRIER WALL TRANS | 02001 | 8.000 |
8.000 |
$5,544.000 |
EACH | 0.1 |
| 0080 | BARRICADE-TYPE III | 02014 | 34.000 |
34.000 |
$492.800 |
EACH | 0.0 |
| 0090 | REMOVE PAVEMENT | 02091 | 1,694.000 |
1,694.000 |
$30.800 |
SQYD | 0.1 |
| 0100 | TEMP DITCH | 02159 | 16,000.000 |
16,000.000 |
$1.230 |
LF | 0.1 |
| 0110 | CONTAMINATED SOIL DISPOSAL | 02183 | 50.000 |
50.000 |
$154.000 |
CUYD | 0.0 |
| 0120 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 58.000 |
1,547.740 |
$25.000 |
CUYD | 0.0 |
| 0130 | GRANULAR EMBANKMENT | 02223 | 7,000.000 |
7,000.000 |
$15.000 |
CUYD | 0.3 |
| 0140 | EMBANKMENT IN PLACE | 02230 | 683,072.000 |
678,987.680 |
$8.170 |
CUYD | 15.1 |
| 0150 | WATER | 02242 | 1,516.000 |
1,516.000 |
$1.230 |
MGAL | 0.0 |
| 0160 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 16,109.000 |
16,109.000 |
$4.660 |
LF | 0.2 |
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,071.000 |
2,071.000 |
$16.250 |
LF | 0.1 |
| 0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$41.750 |
EACH | 0.0 |
| 0190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
8.000 |
$2,556.000 |
EACH | 0.1 |
| 0200 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 8.000 |
8.000 |
$1,950.000 |
EACH | 0.0 |
| 0210 | WITNESS POST | 02432 | 67.000 |
67.000 |
$58.750 |
EACH | 0.0 |
| 0220 | CHANNEL LINING CLASS II | 02483 | 1,885.000 |
1,893.000 |
$32.160 |
TON | 0.2 |
| 0230 | CHANNEL LINING CLASS III | 02484 | 333.000 |
333.000 |
$36.960 |
TON | 0.0 |
| 0240 | CLEARING AND GRUBBING (90 ACRES) | 02545 | 1.000 |
1.000 |
$246,400.000 |
LS | 0.7 |
| 0250 | CONCRETE-CLASS B | 02555 | 308.000 |
320.630 |
$340.000 |
CUYD | 0.3 |
| 0260 | TEMPORARY SIGNS | 02562 | 660.500 |
660.500 |
$17.250 |
SQFT | 0.0 |
| 0270 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,000.000 |
1,000.000 |
$2.460 |
SQYD | 0.0 |
| 0280 | FABRIC-GEOTEXTILE TYPE III | 02598 | 11,500.000 |
11,500.000 |
$1.680 |
SQYD | 0.1 |
| 0290 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 18,100.000 |
188,393.000 |
$1.430 |
SQYD | 0.1 |
| 0300 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 107,800.000 |
99,300.000 |
$2.000 |
SQYD | 0.6 |
| 0310 | HANDRAIL-TYPE A-1 | 02611 | 304.000 |
304.000 |
$57.000 |
LF | 0.0 |
| 0320 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$277,200.000 |
LS | 0.8 |
| 0330 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 3.000 |
3.000 |
$15,400.000 |
EACH | 0.1 |
| 0340 | SETTLEMENT PLATFORM | 02692 | 2.000 |
2.000 |
$1,848.000 |
EACH | 0.0 |
| 0350 | TEMP SILT FENCE | 02701 | 16,000.000 |
16,000.000 |
$2.530 |
LF | 0.1 |
| 0360 | SILT TRAP TYPE A | 02703 | 48.000 |
48.000 |
$227.920 |
EACH | 0.0 |
| 0370 | SILT TRAP TYPE B (TO BE USED AS PERMANENT WATER QUALITY F | 02704 | 43.000 |
43.000 |
$246.400 |
EACH | 0.0 |
| 0380 | SILT TRAP TYPE B | 02704 | 48.000 |
48.000 |
$215.600 |
EACH | 0.0 |
| 0390 | SILT TRAP TYPE C | 02705 | 48.000 |
48.000 |
$199.580 |
EACH | 0.0 |
| 0400 | CLEAN SILT TRAP TYPE A | 02706 | 144.000 |
144.000 |
$56.980 |
EACH | 0.0 |
| 0410 | CLEAN SILT TRAP TYPE B | 02707 | 144.000 |
144.000 |
$53.900 |
EACH | 0.0 |
| 0420 | CLEAN SILT TRAP TYPE C | 02708 | 144.000 |
144.000 |
$49.900 |
EACH | 0.0 |
| 0430 | CLEAN TEMP SILT FENCE | 02709 | 48,000.000 |
48,000.000 |
$0.310 |
LF | 0.0 |
| 0440 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | 15,006.000 |
15,006.000 |
$36.550 |
SQYD | 1.5 |
| 0450 | STAKING | 02726 | 1.000 |
1.000 |
$110,880.000 |
LS | 0.3 |
| 0460 | STEEL PIPE-2 1/2 IN | 03340 | 84.000 |
84.000 |
$49.280 |
LF | 0.0 |
| 0470 | STEEL PIPE-4 IN | 03343 | 80.000 |
80.000 |
$55.440 |
LF | 0.0 |
| 0480 | EROSION CONTROL BLANKET | 05950 | 23,812.000 |
24,062.000 |
$1.100 |
SQYD | 0.1 |
| 0490 | TEMP MULCH | 05952 | 426,987.000 |
426,987.000 |
$0.180 |
SQYD | 0.2 |
| 0500 | TEMP SEEDING AND PROTECTION | 05953 | 15,998.000 |
15,998.000 |
$0.200 |
SQYD | 0.0 |
| 0510 | TOPDRESSING FERTILIZER | 05966 | 17.000 |
17.000 |
$695.000 |
TON | 0.0 |
| 0520 | SEEDING AND PROTECTION | 05985 | 319,943.000 |
319,943.000 |
$0.320 |
SQYD | 0.3 |
| 0530 | SPECIAL SEEDING CROWN VETCH | 05989 | 7,010.000 |
7,010.000 |
$0.250 |
SQYD | 0.0 |
| 0540 | SODDING | 05990 | 13,615.000 |
13,615.000 |
$4.950 |
SQYD | 0.2 |
| 0550 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 69,292.000 |
69,292.000 |
$0.130 |
LF | 0.0 |
| 0560 | PAVE STRIPING-PERM PAINT-4 IN (YELLOW) | 06514 | 28,769.000 |
28,769.000 |
$0.140 |
LF | 0.0 |
| 0570 | PAVE STRIPING-PERM PAINT-4 IN (WHITE) | 06514 | 40,523.000 |
40,523.000 |
$0.140 |
LF | 0.0 |
| 0580 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | 1,521.000 |
1,521.000 |
$3.000 |
LF | 0.0 |
| 0590 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 335.000 |
335.000 |
$7.000 |
LF | 0.0 |
| 0600 | PAVE MARKING-THERMO STR ARROW | 06573 | 35.000 |
35.000 |
$85.000 |
EACH | 0.0 |
| 0610 | PAVE MARKING-THERMO CURV ARROW | 06574 | 101.000 |
101.000 |
$95.000 |
EACH | 0.0 |
| 0620 | PAVE MARKING-THERMO ONLY | 06576 | 36.000 |
36.000 |
$220.000 |
EACH | 0.0 |
| 0630 | SAW CUT | 20430ED | 160.000 |
160.000 |
$18.480 |
LF | 0.0 |
| 0640 | PAVE MARKING THERMO-BIKE | 20782NS714 | 35.000 |
35.000 |
$185.000 |
EACH | 0.0 |
| 0650 | PIPELINE VIDEO INSPECTION | 23131ER701 | 10,633.000 |
10,633.000 |
$3.700 |
LF | 0.1 |
| 0660 | ROCK FENCE | 23769EC | 485.000 |
485.000 |
$200.000 |
LF | 0.3 |
| 0670 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | 331.000 |
331.000 |
$10.000 |
SQFT | 0.0 |
| 0680 | R/W MONUMENT TYPE 3 | 24540 | 80.000 |
80.000 |
$90.000 |
EACH | 0.0 |
| 0690 | LFUCG CURB AND GUTTER TYPE I | 24576EN | 735.000 |
735.000 |
$30.800 |
LF | 0.1 |
| 0700 | CHAIN LINK FENCE (3 FOOT TALL) | 24580EC | 110.000 |
110.000 |
$33.650 |
LF | 0.0 |
| 8007 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | 0.000 |
166,793.000 |
$1.900 |
SQYD | 0.0 |
| 8016 | ADMINISTRATIVE SETTLEMENT UTILITY DELAY | 10104NX | 0.000 |
744,020.010 |
$1.000 |
DOLL | 0.0 |
| 8017 | DETECTABLE WARNINGS | 23158ES505 | 0.000 |
321.000 |
$34.500 |
SQFT | 0.0 |
| 8023 | CLEAN SINKHOLE | 02469 | 0.000 |
3.000 |
$2,400.000 |
EACH | 0.0 |
| 8024 | CRUSHED AGGREGATE SIZE NO 2 Citation Undercut & Entrances | 00078 | 0.000 |
9,226.740 |
$23.010 |
TON | 0.0 |
| 8025 | CRUSHED AGGREGATE SIZE NO 2 sinkhole | 00078 | 0.000 |
277.730 |
$23.010 |
TON | 0.0 |
| 8026 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | 0.000 |
57.000 |
$5.000 |
LF | 0.0 |
| 8027 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | 0.000 |
12.000 |
$45.000 |
EACH | 0.0 |
| 8040 | CONDUIT-3 IN signal | 04797 | 0.000 |
40.000 |
$27.380 |
LF | 0.0 |
| 8041 | CABLE-NO. 14/5C signal | 04844 | 0.000 |
1,287.000 |
$1.580 |
LF | 0.0 |
| 8042 | POLE 45 FT WOODEN signal | 04873 | 0.000 |
4.000 |
$879.970 |
EACH | 0.0 |
| 8043 | ANCHOR signal | 04884 | 0.000 |
8.000 |
$348.170 |
EACH | 0.0 |
| 8044 | MESSENGER-10800 LB signal | 04885 | 0.000 |
543.000 |
$2.450 |
LF | 0.0 |
| 8045 | INSTALL SIG CONTROLLER-TY 2070 signal | 24108EC | 0.000 |
1.000 |
$3,241.700 |
EACH | 0.0 |
| 8046 | SIGNAL-3 SECTION 12 IN Install LED | 04912 | 0.000 |
8.000 |
$220.400 |
EACH | 0.0 |
| 8047 | SIGNAL-4 SECTION 12 IN Install LED | 04913 | 0.000 |
2.000 |
$220.400 |
EACH | 0.0 |
| 8048 | VIDEO DETECTION-INSTALL signal | 20275EC | 0.000 |
1.000 |
$1,069.350 |
EACH | 0.0 |
| 8049 | RADAR PRESENCE DETECTOR TYPE A signal | 24365EC | 0.000 |
2.000 |
$9,223.390 |
EACH | 0.0 |
| 8050 | MAINTAIN & CONTROL TRAFFIC signal | 02650 | 0.000 |
1.000 |
$2,579.500 |
LS | 0.0 |
| 8051 | TEMPORARY SIGNS | 02562 | 0.000 |
150.000 |
$18.980 |
SQFT | 0.0 |
| 8052 | STEEL POST TYPE 1 | 06410 | 0.000 |
528.000 |
$10.190 |
LF | 0.0 |
| 8055 | MAINTAIN & CONTROL TRAFFIC | 21741NC | 0.000 |
1.000 |
$9,747.340 |
EACH | 0.0 |
| 8057 | CONDUIT-2 IN | 04795 | 0.000 |
1,740.000 |
$12.900 |
LF | 0.0 |
| 8058 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
50.000 |
$2.200 |
LF | 0.0 |
| 8059 | CABLE-NO. 14/7C | 04845 | 0.000 |
3,383.000 |
$1.430 |
LF | 0.0 |
| 8060 | REMOVE SIGNAL EQUIPMENT | 04950 | 0.000 |
1.000 |
$1,650.000 |
EACH | 0.0 |
| 8061 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 0.000 |
8.000 |
$213.400 |
EACH | 0.0 |
| 8062 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 0.000 |
8.000 |
$190.300 |
EACH | 0.0 |
| 8063 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 0.000 |
2.000 |
$190.300 |
EACH | 0.0 |
| 8064 | VIDEO DETECTION-INSTALL | 20275EC | 0.000 |
4.000 |
$1,265.000 |
EACH | 0.0 |
| 8065 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 0.000 |
4.000 |
$1,183.600 |
EACH | 0.0 |
| 8066 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | 0.000 |
3.000 |
$1,677.500 |
EACH | 0.0 |
| 8068 | BORE AND JACK CONDUIT | 21543EN | 0.000 |
690.000 |
$20.310 |
LF | 0.0 |
| 8069 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 0.000 |
8.000 |
$189.200 |
EACH | 0.0 |
| 8071 | TRAFFIC SIGNAL POLE BASE | 23157EN | 0.000 |
15.180 |
$1,136.300 |
CUYD | 0.0 |
| 8072 | INSTALL SIGNAL PEDESTAL | 23222EC | 0.000 |
1.000 |
$1,573.000 |
EACH | 0.0 |
| 8073 | INSTALL SIG CONTROLLER-TY 2070 | 24108EC | 0.000 |
1.000 |
$3,241.850 |
EACH | 0.0 |
| 8074 | INSTALL MAST ARM MOUNTED SIGN | 24488ED | 0.000 |
2.000 |
$858.000 |
EACH | 0.0 |
| 8076 | ROADWAY EXCAVATION | 02200 | 0.000 |
4.000 |
$387.500 |
CUYD | 0.0 |
| 8077 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | 0.000 |
17.000 |
$36.550 |
SQYD | 0.0 |
| 8078 | SEEDING AND PROTECTION | 05985 | 0.000 |
6.000 |
$0.320 |
SQYD | 0.0 |
| 8079 | TOPSOIL FURNISHED AND PLACED | 05997 | 0.000 |
1.000 |
$820.000 |
CUYD | 0.0 |
| 8080 | PAVE MARKING-THERMO X-WALK-12 IN perm signal | 06566 | 0.000 |
0.000 |
$0.000 |
LF | 0.0 |
| 8081 | SAW CUT | 20430ED | 0.000 |
36.000 |
$18.480 |
LF | 0.0 |
| 8082 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8086 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 0.000 |
518.000 |
$4.400 |
LF | 0.0 |
| 8087 | DETECTABLE WARNINGS | 23158ES505 | 0.000 |
16.000 |
$34.500 |
SQFT | 0.0 |
| 8088 | MAST ARM POLE | 04881 | 0.000 |
4.000 |
$18,675.800 |
EACH | 0.0 |
| 8089 | INSTALL CONTROLLER CABINET | 23206EC | 0.000 |
1.000 |
$3,346.200 |
EACH | 0.0 |
| 8091 | STAKING | 02726 | 0.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 8092 | COST PLUS WORK | 10080NSD | 0.000 |
1.000 |
$12,126.090 |
DOLL | 0.0 |
| 8093 | NON-SPEC MATERIAL Asphalt Thickness | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8094 | ARROW PANEL | 02775 | 0.000 |
2.000 |
$278.300 |
EACH | 0.0 |
| 8102 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8202 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8204 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 0.000 |
1.000 |
$17,000.000 |
LS | 0.0 |
Category Total $8,943,863.61 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0003 | CATEGORY Description | PAVING (ASPHALT ALTERNATE) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1430 | DGA BASE | 00001 | 57,360.500 |
76,541.500 |
$18.500 |
TON | 2.9 |
| 1440 | LIME STABILIZED ROADBED | 00013 | 166,793.900 |
0.000 |
$2.560 |
SQYD | 1.2 |
| 1450 | LIME | 00014 | 2,828.100 |
0.000 |
$138.000 |
TON | 1.1 |
| 1460 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 25,144.200 |
25,144.200 |
$50.000 |
TON | 3.4 |
| 1470 | TRAFFIC BOUND BASE | 00020 | 2,000.000 |
2,000.000 |
$25.000 |
TON | 0.1 |
| 1480 | JPC PAVEMENT DRAINAGE BLANKET | 00022 | 3,596.000 |
3,596.000 |
$50.000 |
TON | 0.5 |
| 1490 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 35,168.600 |
35,168.600 |
$62.500 |
TON | 5.9 |
| 1500 | ASPHALT CURING SEAL | 00358 | 333.700 |
166.850 |
$550.000 |
TON | 0.5 |
| 1510 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 7,959.700 |
7,959.700 |
$83.000 |
TON | 1.8 |
| 1520 | JPC PAVEMENT-10 IN | 02069 | 14,316.400 |
14,316.400 |
$61.100 |
SQYD | 2.4 |
| 1530 | JPC PAVEMENT-8 IN | 02084 | 119.000 |
119.000 |
$80.080 |
SQYD | 0.0 |
| 1540 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 126.000 |
126.000 |
$77.620 |
SQYD | 0.0 |
| 1550 | SAND FOR BLOTTER | 02702 | 417.100 |
208.550 |
$35.000 |
TON | 0.0 |
| 1560 | PAVEMENT ADJUSTMENT (ASPHALT); (REVISED: 4-11-13) | 10203ND | 1.000 |
1.000 |
$0.000 |
LS | 0.0 |
| 8028 | LEVELING & WEDGING PG64-22 | 00190 | 0.000 |
500.000 |
$75.000 |
TON | 0.0 |
| 8029 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 0.000 |
361.890 |
$11.000 |
SQFT | 0.0 |
| 8031 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | 0.000 |
3.000 |
$220.000 |
EACH | 0.0 |
| 8032 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | 0.000 |
1,488.000 |
$5.500 |
LF | 0.0 |
| 8033 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 0.000 |
378.000 |
$4.000 |
SQFT | 0.0 |
| 8034 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 0.000 |
3,764.000 |
$4.400 |
LF | 0.0 |
| 8036 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | 0.000 |
35.000 |
$75.000 |
EACH | 0.0 |
| 8039 | PAVEMENT MARKING REMOVAL | 40045 | 0.000 |
67.000 |
$4.400 |
SQFT | 0.0 |
| 8084 | PAVE STRIPING REMOVAL-4 IN | 06530 | 0.000 |
5,832.000 |
$0.400 |
LF | 0.0 |
| 8103 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8203 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $7,316,317.21 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0005 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1710 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 15.000 |
15.000 |
$92.400 |
TON | 0.0 |
| 1720 | ENTRANCE PIPE-15 IN | 00440 | 53.000 |
53.000 |
$39.000 |
LF | 0.0 |
| 1730 | ENTRANCE PIPE-18 IN | 00441 | 78.000 |
78.000 |
$43.400 |
LF | 0.0 |
| 1740 | CULVERT PIPE-12 IN | 00460 | 62.000 |
62.000 |
$51.400 |
LF | 0.0 |
| 1750 | CULVERT PIPE-15 IN | 00461 | 27.000 |
27.000 |
$58.300 |
LF | 0.0 |
| 1760 | CULVERT PIPE-18 IN | 00462 | 394.000 |
394.000 |
$63.600 |
LF | 0.1 |
| 1770 | CULVERT PIPE-24 IN | 00464 | 153.000 |
153.000 |
$84.400 |
LF | 0.0 |
| 1780 | CULVERT PIPE-30 IN | 00466 | 196.000 |
196.000 |
$91.500 |
LF | 0.0 |
| 1790 | CULVERT PIPE-36 IN | 00468 | 522.000 |
522.000 |
$118.000 |
LF | 0.2 |
| 1800 | CULVERT PIPE-42 IN | 00469 | 438.000 |
438.000 |
$147.700 |
LF | 0.2 |
| 1810 | CULVERT PIPE-60 IN | 00472 | 55.000 |
55.000 |
$262.300 |
LF | 0.0 |
| 1820 | STORM SEWER PIPE-15 IN | 00521 | 7,327.000 |
7,871.000 |
$50.200 |
LF | 1.0 |
| 1830 | STORM SEWER PIPE-18 IN | 00522 | 4,268.000 |
4,268.000 |
$56.800 |
LF | 0.7 |
| 1840 | STORM SEWER PIPE-24 IN | 00524 | 1,237.000 |
1,330.000 |
$69.800 |
LF | 0.2 |
| 1850 | STORM SEWER PIPE-30 IN | 00526 | 1,724.000 |
1,724.000 |
$106.700 |
LF | 0.5 |
| 1860 | STORM SEWER PIPE-60 IN | 00532 | 167.000 |
167.000 |
$240.600 |
LF | 0.1 |
| 1870 | STORM SEWER PIPE-36 IN EQUIV | 00558 | 29.000 |
29.000 |
$192.200 |
LF | 0.0 |
| 1880 | PERFORATED PIPE-4 IN | 01000 | 2,083.000 |
41,301.000 |
$6.780 |
LF | 0.0 |
| 1890 | NON-PERFORATED PIPE-4 IN | 01010 | 180.000 |
200.000 |
$11.090 |
LF | 0.0 |
| 1900 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 4.000 |
4.000 |
$523.600 |
EACH | 0.0 |
| 1910 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 1.000 |
1.000 |
$523.600 |
EACH | 0.0 |
| 1920 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 10.000 |
12.000 |
$554.400 |
EACH | 0.0 |
| 1930 | S & F BOX INLET-OUTLET-18 IN | 01450 | 3.000 |
3.000 |
$2,000.000 |
EACH | 0.0 |
| 1940 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$3,450.000 |
EACH | 0.0 |
| 1950 | CURB BOX INLET TYPE A | 01456 | 95.000 |
50.000 |
$4,670.000 |
EACH | 1.2 |
| 1960 | DROP BOX INLET TYPE 3 | 01496 | 4.000 |
4.000 |
$3,370.000 |
EACH | 0.0 |
| 1970 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$3,640.000 |
EACH | 0.0 |
| 1980 | DROP BOX INLET TYPE 5A | 01502 | 11.000 |
11.000 |
$3,550.000 |
EACH | 0.1 |
| 1990 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$3,360.000 |
EACH | 0.0 |
| 2000 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$3,360.000 |
EACH | 0.0 |
| 2010 | JUNCTION BOX-18 IN | 01642 | 3.000 |
3.000 |
$1,900.000 |
EACH | 0.0 |
| 2020 | JUNCTION BOX-30 IN | 01644 | 1.000 |
1.000 |
$2,150.000 |
EACH | 0.0 |
| 2030 | ADJUST INLET | 01719 | 1.000 |
1.000 |
$1,470.000 |
EACH | 0.0 |
| 2040 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 2.000 |
106.000 |
$175.000 |
EACH | 0.0 |
| 2050 | MANHOLE TYPE A | 01756 | 2.000 |
1.000 |
$2,990.000 |
EACH | 0.0 |
| 2060 | MANHOLE TYPE C | 01767 | 2.000 |
2.000 |
$4,880.000 |
EACH | 0.0 |
| 2070 | CONCRETE-CLASS A | 08100 | 35.400 |
35.400 |
$1,000.000 |
CUYD | 0.1 |
| 2080 | STEEL REINFORCEMENT | 08150 | 2,254.000 |
2,254.000 |
$1.000 |
LB | 0.0 |
| 2090 | STORMCEPTOR (4800) | 24577EN | 3.000 |
3.000 |
$35,200.000 |
EACH | 0.3 |
| 2100 | STORMCEPTOR (900) | 24577EN | 5.000 |
6.000 |
$17,600.000 |
EACH | 0.2 |
| 2110 | STORMCEPTOR (450I) | 24577EN | 4.000 |
4.000 |
$10,900.000 |
EACH | 0.1 |
| 8001 | CURB BOX INLET TYPE A Additional Height | 01456 | 0.000 |
45.000 |
$4,853.810 |
EACH | 0.0 |
| 8002 | MANHOLE TYPE C MOD | 01768 | 0.000 |
1.000 |
$7,324.720 |
EACH | 0.0 |
| 8008 | REMOVE AND REPLACE CURB BOX INLET | 22062NN | 0.000 |
1.000 |
$3,061.000 |
EACH | 0.0 |
| 8009 | REMOVE PIPE | 01310 | 0.000 |
200.000 |
$23.700 |
LF | 0.0 |
| 8010 | S & F BOX INLET-OUTLET-24 IN | 01451 | 0.000 |
1.000 |
$3,202.240 |
EACH | 0.0 |
| 8011 | JUNCTION BOX-24 IN | 01643 | 0.000 |
1.000 |
$1,980.000 |
EACH | 0.0 |
| 8037 | FLOWABLE FILL | 02220 | 0.000 |
16.000 |
$140.000 |
CUYD | 0.0 |
| 8038 | JUNCTION BOX-15 IN | 01641 | 0.000 |
4.000 |
$1,870.000 |
EACH | 0.0 |
Category Total $1,975,039.94 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2120 | STRUCTURE GRANULAR BACKFILL | 02231 | 556.000 |
556.000 |
$37.500 |
CUYD | 0.1 |
| 2130 | MASONRY COATING | 02998 | 2,354.000 |
2,354.000 |
$8.750 |
SQYD | 0.1 |
| 2140 | ARMORED EDGE FOR CONCRETE | 03299 | 145.000 |
145.000 |
$58.000 |
LF | 0.0 |
| 2150 | CONDUIT-3 IN | 04797 | 532.000 |
532.000 |
$18.000 |
LF | 0.0 |
| 2160 | ELECTRICAL JUNCTION BOX | 04810 | 2.000 |
2.000 |
$650.000 |
EACH | 0.0 |
| 2170 | STRUCTURE EXCAVATION-COMMON | 08001 | 874.000 |
874.000 |
$22.000 |
CUYD | 0.1 |
| 2180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 158.000 |
158.000 |
$75.000 |
CUYD | 0.0 |
| 2190 | REINF CONC SLOPE WALL-6 IN | 08016 | 1,915.000 |
1,915.000 |
$75.000 |
SQYD | 0.4 |
| 2200 | TEST PILES | 08033 | 200.000 |
200.000 |
$40.000 |
LF | 0.0 |
| 2210 | PILES-STEEL HP12X53 | 08046 | 1,811.000 |
1,811.000 |
$40.000 |
LF | 0.2 |
| 2220 | PILE POINTS-12 IN | 08094 | 44.000 |
44.000 |
$100.000 |
EACH | 0.0 |
| 2230 | CONCRETE-CLASS A | 08100 | 701.400 |
701.400 |
$350.000 |
CUYD | 0.7 |
| 2240 | CONCRETE-CLASS AA | 08104 | 971.200 |
971.200 |
$410.000 |
CUYD | 1.1 |
| 2250 | STEEL REINFORCEMENT | 08150 | 116,999.000 |
116,999.000 |
$0.900 |
LB | 0.3 |
| 2260 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 206,267.000 |
206,267.000 |
$0.970 |
LB | 0.5 |
| 2270 | STRUCTURAL STEEL (25308) | 08160 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 2280 | APPROACH SLAB | 08500 | 412.000 |
412.000 |
$145.000 |
SQYD | 0.2 |
| 2290 | PRECAST PC I BEAM TYPE 4 | 08634 | 2,860.000 |
0.000 |
$210.000 |
LF | 1.6 |
| 2300 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | 482.000 |
482.000 |
$75.000 |
LF | 0.1 |
| 2310 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 4.000 |
4.000 |
$700.000 |
EACH | 0.0 |
| 2320 | CONCRETE FORMLINER | 21432NC | 3,890.000 |
3,890.000 |
$12.500 |
SQFT | 0.1 |
| 2330 | COFFERDAM ADJACENT TO RAILROAD | 24088EC | 4.000 |
0.000 |
$37,000.000 |
EACH | 0.4 |
| 8012 | PRECAST PC I BEAM TYPE 4 | 08634 | 0.000 |
2,860.000 |
$251.090 |
LF | 0.0 |
| 8013 | COFFERDAM ADJACENT TO RAILROAD REVISED-INCL PIER 2 | 24088EC | 0.000 |
4.000 |
$76,600.000 |
EACH | 0.0 |
| 8014 | GRANULAR EMBANKMENT Crushed Aggregate Screenings | 02223 | 0.000 |
14,750.000 |
$19.120 |
CUYD | 0.0 |
| 8015 | GROUNDING HARDWARE/KIT | 22456NN | 0.000 |
1.000 |
$17,517.500 |
EACH | 0.0 |
Category Total $2,173,251.59 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2540 | STEEL ENCASEMENT PIPE-6 IN (ADDED: 4-15-13) | 01063 | 1,746.500 |
1,746.500 |
$46.000 |
LF | 0.2 |
| 2550 | STEEL ENCASEMENT PIPE-10 IN (OPEN CUT) | 01067 | 125.000 |
125.000 |
$95.000 |
LF | 0.0 |
| 2560 | PVC PIPE-3 IN (SD21) | 03382 | 175.000 |
175.000 |
$18.000 |
LF | 0.0 |
| 2570 | BEND AND BLOCK (PVC-3 IN THRUST) | 03572 | 6.000 |
6.000 |
$1,000.000 |
EACH | 0.0 |
| 2580 | CUT AND CAP SANITARY SEWER (3 IN FM) | 20371EC | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2590 | INSTALL MANHOLE (ADDED: 4-15-13) | 23532EC | 3.000 |
3.000 |
$2,200.000 |
EACH | 0.0 |
| 8003 | DUCTILE IRON PIPE-8 IN | 01095 | 0.000 |
175.000 |
$171.600 |
LF | 0.0 |
| 8004 | STEEL ENCASEMENT PIPE-14 IN | 01071 | 0.000 |
125.000 |
$227.500 |
LF | 0.0 |
| 8005 | TIE NEW SANITARY SEWER TO EXIST MANHOLE | 20736ND | 0.000 |
2.000 |
$3,575.000 |
EACH | 0.0 |
| 8006 | CUT AND CAP SANITARY SEWER 8 inch | 20371EC | 0.000 |
2.000 |
$935.000 |
EACH | 0.0 |
Category Total $108,964.00 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0010 | CATEGORY Description | MOBILIZATION / DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2600 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$965,476.200 |
LS | 2.6 |
| 2610 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$384,000.000 |
LS | 1.0 |
| 8054 | DEMOBILIZATION | 02569 | 0.000 |
1.000 |
$3,070.410 |
LS | 0.0 |
| 8090 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$10,234.710 |
LS | 0.0 |
Category Total $1,349,476.20 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2340 | STRUCTURE GRANULAR BACKFILL | 02231 | 2,784.000 |
2,784.000 |
$37.500 |
CUYD | 0.3 |
| 2350 | MASONRY COATING | 02998 | 679.000 |
679.000 |
$8.750 |
SQYD | 0.0 |
| 2360 | ARMORED EDGE FOR CONCRETE | 03299 | 153.200 |
153.200 |
$58.000 |
LF | 0.0 |
| 2370 | STRUCTURE EXCAVATION-COMMON | 08001 | 942.000 |
942.000 |
$22.000 |
CUYD | 0.1 |
| 2380 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 389.000 |
389.000 |
$75.000 |
CUYD | 0.1 |
| 2390 | STONE MASONRY VENEER | 08004 | 11,078.000 |
11,078.000 |
$22.000 |
SQFT | 0.7 |
| 2400 | CYCLOPEAN STONE RIP RAP | 08019 | 435.000 |
435.000 |
$31.000 |
TON | 0.0 |
| 2410 | CONCRETE-CLASS A | 08100 | 1,210.600 |
1,210.600 |
$350.000 |
CUYD | 1.1 |
| 2420 | CONCRETE-CLASS AA | 08104 | 603.800 |
603.800 |
$410.000 |
CUYD | 0.7 |
| 2430 | STEEL REINFORCEMENT | 08150 | 142,179.000 |
142,179.000 |
$0.900 |
LB | 0.3 |
| 2440 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 104,730.000 |
104,730.000 |
$0.970 |
LB | 0.3 |
| 2450 | STRUCTURAL STEEL (25974) | 08160 | 1.000 |
1.000 |
$7,600.000 |
LS | 0.0 |
| 2460 | HANDRAIL-METAL | 08256 | 138.400 |
138.400 |
$140.000 |
LF | 0.1 |
| 2470 | ELECTRICAL CONDUIT (25974) | 08269 | 1.000 |
1.000 |
$2,800.000 |
LS | 0.0 |
| 2480 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,212.000 |
1,212.000 |
$210.000 |
LF | 0.7 |
| 2490 | FIBERGLASS DRAIN PIPE . | 21679EN | 12.000 |
12.000 |
$150.000 |
LF | 0.0 |
| 2500 | PRECAST FASCIA PANELS (25974) | 24565ED | 1.000 |
1.000 |
$175,000.000 |
LS | 0.5 |
Category Total $1,788,240.05 |
| SM- Project | DE03410821308 | CATEGORY NUMBER | 0008 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2510 | CONDUIT-2 IN | 04795 | 22,200.000 |
22,200.000 |
$3.100 |
LF | 0.2 |
| 2520 | TRENCHING AND BACKFILLING | 04820 | 22,150.000 |
22,150.000 |
$2.000 |
LF | 0.1 |
| 2530 | OPEN CUT ROADWAY | 04821 | 50.000 |
50.000 |
$41.100 |
LF | 0.0 |
| 8018 | CONDUIT-2 IN | 04795 | 0.000 |
580.000 |
$11.730 |
LF | 0.0 |
| 8019 | CONDUIT-2 IN | 04795 | 0.000 |
9,800.000 |
$3.100 |
LF | 0.0 |
| 8020 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
9,800.000 |
$2.000 |
LF | 0.0 |
| 8021 | BORE AND JACK CONDUIT | 21543EN | 0.000 |
580.000 |
$18.460 |
LF | 0.0 |
| 8022 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 0.000 |
22.000 |
$1,076.000 |
EACH | 0.0 |
Category Total $115,175.00 |