|
Item List 221350 |
Date:06/20/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 221350 | Primary Project Number | DE04290032237 |
| Contract Description | JULIAN CARROLL PURCHASE PARKWAY (PW 9003) | ||
| Primary County | FULTON | Fed/St Number | NHPP 0011 (038) |
| Vendor ID | 02618 | Vendor Name | JIM SMITH CONTRACTING COMPANY LLC |
| Bid Amount | $ 33,929,019.60 | ||
| SM- Project | DE04290032237 |
| Fed/State Number | NHPP 0011 (038) |
| Project Description | JULIAN CARROLL PURCHASE PARKWAY (PW 9003) |
| *********** |
| SM- Project | DE04290032237 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 28,448.000 |
28,448.000 |
$35.000 |
TON | 2.9 |
| 0010 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | 42,304.000 |
42,304.000 |
$2.400 |
SQYD | 0.3 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 126.000 |
126.000 |
$82.350 |
TON | 0.0 |
| 0020 | ASPHALT SEAL COAT | 00103 | 15.000 |
15.000 |
$1,070.650 |
TON | 0.0 |
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,581.000 |
2,581.000 |
$91.000 |
TON | 0.7 |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 3,026.000 |
3,026.000 |
$91.000 |
TON | 0.8 |
| 0035 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 3,152.000 |
3,152.000 |
$105.000 |
TON | 1.0 |
| 0040 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 2,590.000 |
2,590.000 |
$115.000 |
TON | 0.9 |
| 0045 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 3,309.000 |
3,309.000 |
$155.000 |
TON | 1.5 |
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | 13.600 |
13.600 |
$750.000 |
TON | 0.0 |
| 0055 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 42,304.000 |
42,304.000 |
$2.330 |
SQYD | 0.3 |
| 0060 | MOBILIZATION FOR MILL & TEXT - GRAVES 1-26.01 | 02676 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 3,167.000 |
3,167.000 |
$18.500 |
TON | 0.2 |
| 0070 | JOINT ADHESIVE | 20071EC | 16,118.000 |
16,118.000 |
$0.650 |
LF | 0.0 |
| 0075 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 29,944.000 |
29,944.000 |
$0.300 |
LF | 0.0 |
| 0080 | SAWCUT PAVEMENT | 20550ND | 6,058.000 |
6,058.000 |
$2.910 |
LF | 0.1 |
Category Total $2,982,533.95 |
| SM- Project | DE04290032237 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0085 | INSPECT & CERTIFY EDGE DRAIN SYSTEM - GRAVES 1-26.01 | 01015 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0090 | REMOVE PIPE | 01310 | 40.000 |
40.000 |
$10.600 |
LF | 0.0 |
| 0095 | ISLAND CURB AND GUTTER | 01825 | 50.000 |
50.000 |
$80.440 |
LF | 0.0 |
| 0100 | REMOVE CONCRETE ROLL CURB | 01903 | 8,331.000 |
8,331.000 |
$6.170 |
LF | 0.2 |
| 0105 | CONC MEDIAN BARRIER TYPE 12C1 TL3 | 01958 | 157.000 |
157.000 |
$368.320 |
LF | 0.2 |
| 0110 | CONC MEDIAN BARRIER TYPE 12C TL3 | 01970 | 20.000 |
20.000 |
$355.330 |
LF | 0.0 |
| 0115 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 30.000 |
30.000 |
$10.890 |
EACH | 0.0 |
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 6.000 |
6.000 |
$10.890 |
EACH | 0.0 |
| 0125 | DELINEATOR FOR BARRIER - YELLOW | 01985 | 20.000 |
20.000 |
$11.000 |
EACH | 0.0 |
| 0130 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$692.970 |
EACH | 0.0 |
| 0135 | REMOVE PAVEMENT | 02091 | 8,806.000 |
8,806.000 |
$5.250 |
SQYD | 0.1 |
| 0140 | TEMP DITCH | 02159 | 6,778.000 |
6,778.000 |
$0.470 |
LF | 0.0 |
| 0145 | CLEAN TEMP DITCH | 02160 | 3,389.000 |
3,389.000 |
$0.240 |
LF | 0.0 |
| 0150 | REMOVE PAVED DITCH | 02165 | 1,740.000 |
1,740.000 |
$4.220 |
SQYD | 0.0 |
| 0155 | FLOWABLE FILL | 02220 | 13.700 |
13.700 |
$331.380 |
CUYD | 0.0 |
| 0160 | EMBANKMENT IN PLACE | 02230 | 103,473.000 |
103,473.000 |
$10.780 |
CUYD | 3.3 |
| 0165 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 5,346.000 |
5,346.000 |
$11.000 |
LF | 0.2 |
| 0170 | REMOVE FENCE | 02265 | 3,585.000 |
3,585.000 |
$2.500 |
LF | 0.0 |
| 0175 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 3,689.000 |
3,689.000 |
$31.250 |
LF | 0.3 |
| 0180 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | 3.000 |
3.000 |
$6,022.340 |
EACH | 0.1 |
| 0185 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$3,556.880 |
EACH | 0.1 |
| 0190 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 8.000 |
8.000 |
$989.490 |
EACH | 0.0 |
| 0195 | REMOVE GUARDRAIL | 02381 | 8,269.000 |
8,269.000 |
$1.550 |
LF | 0.0 |
| 0200 | REMOVE GUARDRAIL END TREATMENT | 02396 | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 0205 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 20.000 |
20.000 |
$225.000 |
EACH | 0.0 |
| 0210 | WITNESS POST | 02432 | 20.000 |
20.000 |
$225.000 |
EACH | 0.0 |
| 0215 | CHANNEL LINING CLASS II | 02483 | 1,289.000 |
1,289.000 |
$45.000 |
TON | 0.2 |
| 0220 | CHANNEL LINING CLASS III | 02484 | 493.000 |
493.000 |
$45.000 |
TON | 0.1 |
| 0225 | CLEARING AND GRUBBING 68.5 ACRES/ GRAVES 1-26.01 | 02545 | 1.000 |
1.000 |
$175,000.000 |
LS | 0.5 |
| 0230 | CONCRETE-CLASS B | 02555 | 8.990 |
8.990 |
$496.380 |
CUYD | 0.0 |
| 0235 | TEMPORARY SIGNS | 02562 | 1,011.000 |
1,011.000 |
$16.700 |
SQFT | 0.0 |
| 0240 | EDGE KEY | 02585 | 42.000 |
42.000 |
$20.000 |
LF | 0.0 |
| 0245 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,905.000 |
1,905.000 |
$2.000 |
SQYD | 0.0 |
| 0250 | MAINTAIN & CONTROL TRAFFIC - GRAVES 1-26.01 | 02650 | 1.000 |
1.000 |
$65,000.000 |
LS | 0.2 |
| 0255 | LANE CLOSURE | 02653 | 3.000 |
3.000 |
$5,000.000 |
EACH | 0.0 |
| 0260 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$19,000.000 |
EACH | 0.3 |
| 0265 | TEMP SILT FENCE | 02701 | 6,778.000 |
6,778.000 |
$2.130 |
LF | 0.0 |
| 0270 | SILT TRAP TYPE A | 02703 | 68.000 |
68.000 |
$237.160 |
EACH | 0.0 |
| 0275 | SILT TRAP TYPE B | 02704 | 68.000 |
68.000 |
$237.160 |
EACH | 0.0 |
| 0280 | SILT TRAP TYPE C | 02705 | 68.000 |
68.000 |
$217.100 |
EACH | 0.0 |
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | 68.000 |
68.000 |
$69.340 |
EACH | 0.0 |
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | 68.000 |
68.000 |
$69.340 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | 68.000 |
68.000 |
$69.340 |
EACH | 0.0 |
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | 38.000 |
38.000 |
$64.400 |
SQYD | 0.0 |
| 0305 | STAKING - GRAVES 1-26.01 | 02726 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.2 |
| 0310 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$3,155.000 |
EACH | 0.0 |
| 0315 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 15,000.000 |
15,000.000 |
$27.080 |
LF | 1.2 |
| 0320 | REMOVE LIGHTING -- GRAVES 1-26.01 | 04940 | 1.000 |
1.000 |
$46,279.090 |
LS | 0.1 |
| 0325 | EROSION CONTROL BLANKET | 05950 | 7,810.000 |
7,810.000 |
$2.550 |
SQYD | 0.1 |
| 0330 | TEMP MULCH | 05952 | 221,905.000 |
221,905.000 |
$0.250 |
SQYD | 0.2 |
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | 165,601.000 |
165,601.000 |
$0.300 |
SQYD | 0.1 |
| 0340 | INITIAL FERTILIZER | 05963 | 10.000 |
10.000 |
$1,200.000 |
TON | 0.0 |
| 0345 | MAINTENANCE FERTILIZER | 05964 | 17.100 |
17.100 |
$1,200.000 |
TON | 0.1 |
| 0350 | SEEDING AND PROTECTION | 05985 | 331,201.000 |
331,201.000 |
$0.550 |
SQYD | 0.5 |
| 0355 | AGRICULTURAL LIMESTONE | 05992 | 205.300 |
205.300 |
$110.000 |
TON | 0.1 |
| 0360 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 103.000 |
103.000 |
$53.540 |
EACH | 0.0 |
| 0365 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | 80.000 |
80.000 |
$53.540 |
EACH | 0.0 |
| 0370 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 17,400.000 |
17,400.000 |
$0.250 |
LF | 0.0 |
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 9,669.000 |
9,669.000 |
$0.400 |
LF | 0.0 |
| 0380 | PAVE STRIPING-THERMO-6 IN W | 06542 | 14,782.000 |
14,782.000 |
$1.200 |
LF | 0.1 |
| 0385 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 13,135.000 |
13,135.000 |
$1.200 |
LF | 0.0 |
| 0390 | PAVE STRIPING-THERMO-12 IN W | 06546 | 1,912.000 |
1,912.000 |
$2.500 |
LF | 0.0 |
| 0395 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 144.000 |
144.000 |
$20.000 |
LF | 0.0 |
| 0400 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 50.000 |
50.000 |
$25.000 |
EACH | 0.0 |
| 0405 | CONCRETE-CLASS A | 08100 | 7.020 |
7.020 |
$1,682.640 |
CUYD | 0.0 |
| 0410 | STEEL REINFORCEMENT | 08150 | 386.000 |
386.000 |
$1.910 |
LB | 0.0 |
| 0415 | CRASH CUSHION TY VI CLASS C | 08904 | 2.000 |
2.000 |
$36,341.720 |
EACH | 0.2 |
| 0420 | FUEL ADJUSTMENT | 10020NS | 70,287.000 |
70,287.000 |
$1.000 |
DOLL | 0.2 |
| 0425 | ASPHALT ADJUSTMENT | 10030NS | 54,242.000 |
54,242.000 |
$1.000 |
DOLL | 0.2 |
| 0430 | RELOCATE CONC BARRIER WALL | 20318ES508 | 13,400.000 |
13,400.000 |
$2.840 |
LF | 0.1 |
| 0435 | TEMP CRASH CUSHION | 20738NS112 | 8.000 |
8.000 |
$8,986.100 |
EACH | 0.2 |
| 0440 | LONGITUDINAL EDGE KEY | 21289ED | 7,471.000 |
7,471.000 |
$2.400 |
LF | 0.1 |
| 0445 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 50.000 |
50.000 |
$10.000 |
SQYD | 0.0 |
| 0450 | AGGREGATE SIZE NO. 57 | 23322EC | 33.000 |
33.000 |
$174.690 |
CUYD | 0.0 |
| 0455 | REMOVE CONCRETE MEDIAN | 23839EC | 490.000 |
490.000 |
$43.920 |
SQYD | 0.1 |
| 0460 | INLAID PAVEMENT MARKER | 24489EC | 1,753.000 |
1,753.000 |
$22.500 |
EACH | 0.1 |
| 0465 | PAVE MARK THERMO CHEVRON | 24679ED | 359.000 |
359.000 |
$10.000 |
SQFT | 0.0 |
| 0470 | PIPELINE INSPECTION | 24814EC | 1,291.000 |
1,291.000 |
$2.250 |
LF | 0.0 |
| 0475 | CONC MEDIAN BARRIER TYPE 12C2-42 IN | 26176ED | 615.000 |
615.000 |
$125.870 |
LF | 0.2 |
| 8004 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | 0.000 |
40.000 |
$3,528.000 |
EACH | 0.0 |
| 8005 | GUARDRAIL CONNECTOR TO BRIDGE END TY A Remove and Reset Guardrail Connector Type A | 02363 | 0.000 |
9.000 |
$2,067.530 |
EACH | 0.0 |
Category Total $3,562,581.88 |
| SM- Project | DE04290032237 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 9.000 |
9.000 |
$390.920 |
TON | 0.0 |
| 0485 | CULVERT PIPE-18 IN | 00462 | 357.000 |
357.000 |
$65.650 |
LF | 0.1 |
| 0490 | CULVERT PIPE-24 IN | 00464 | 237.000 |
237.000 |
$80.340 |
LF | 0.1 |
| 0495 | CULVERT PIPE-30 IN | 00466 | 108.000 |
108.000 |
$101.880 |
LF | 0.0 |
| 0500 | CULVERT PIPE-36 IN | 00468 | 356.000 |
356.000 |
$121.410 |
LF | 0.1 |
| 0505 | CULVERT PIPE-48 IN | 00470 | 165.000 |
165.000 |
$179.320 |
LF | 0.1 |
| 0510 | CULVERT PIPE-54 IN | 00471 | 55.000 |
55.000 |
$211.330 |
LF | 0.0 |
| 0515 | STORM SEWER PIPE-15 IN | 00521 | 71.000 |
71.000 |
$56.450 |
LF | 0.0 |
| 0520 | STORM SEWER PIPE-18 IN | 00522 | 107.000 |
107.000 |
$63.700 |
LF | 0.0 |
| 0525 | STORM SEWER PIPE-36 IN | 00528 | 56.000 |
56.000 |
$122.500 |
LF | 0.0 |
| 0530 | PERFORATED PIPE-4 IN | 01000 | 3,435.000 |
3,435.000 |
$12.130 |
LF | 0.1 |
| 0535 | NON-PERFORATED PIPE-4 IN | 01010 | 352.000 |
352.000 |
$28.940 |
LF | 0.0 |
| 0540 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 6.000 |
6.000 |
$989.240 |
EACH | 0.0 |
| 0545 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$989.250 |
EACH | 0.0 |
| 0550 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 2.000 |
2.000 |
$989.240 |
EACH | 0.0 |
| 0555 | PIPE CULVERT HEADWALL-18 IN | 01204 | 5.000 |
5.000 |
$2,672.790 |
EACH | 0.0 |
| 0560 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$3,203.000 |
EACH | 0.0 |
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | 2.000 |
2.000 |
$3,899.580 |
EACH | 0.0 |
| 0570 | PIPE CULVERT HEADWALL-36 IN | 01212 | 4.000 |
4.000 |
$3,899.010 |
EACH | 0.0 |
| 0575 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
2.000 |
$4,909.740 |
EACH | 0.0 |
| 0580 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | 2.000 |
2.000 |
$4,568.890 |
EACH | 0.0 |
| 0585 | S & F BOX INLET-OUTLET-24 IN | 01451 | 3.000 |
3.000 |
$5,503.060 |
EACH | 0.0 |
| 0590 | S & F BOX INLET-OUTLET-36 IN | 01453 | 1.000 |
1.000 |
$10,241.850 |
EACH | 0.0 |
| 0595 | CURB BOX INLET TYPE A | 01456 | 2.000 |
2.000 |
$8,051.040 |
EACH | 0.0 |
| 0600 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$10,426.300 |
EACH | 0.1 |
| 0605 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$12,489.740 |
EACH | 0.0 |
| 0610 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$11,360.580 |
EACH | 0.0 |
| 0615 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$9,827.690 |
EACH | 0.0 |
| 0620 | JUNCTION BOX | 01650 | 2.000 |
2.000 |
$4,376.360 |
EACH | 0.0 |
| 0625 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$13,730.790 |
EACH | 0.0 |
| 0630 | CORED HOLE DRAINAGE BOX CON | 23610NC | 4.000 |
4.000 |
$336.260 |
EACH | 0.0 |
| 0635 | PIPE CULVERT HEADWALL-54 IN | 24026EC | 1.000 |
1.000 |
$10,969.370 |
EACH | 0.0 |
Category Total $414,176.36 |
| SM- Project | DE04290032237 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0640 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$790,500.010 |
LS | 2.3 |
| 0645 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$257,500.000 |
LS | 0.8 |
Category Total $1,048,000.01 |
| SM- Project | DE12190032237 |
| Fed/State Number | NHPP 0011 (038) |
| Project Description | PURCHASE PARKWAY (PW 9003) |
| *********** |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0004 | CATEGORY Description | ROADWAY - FULTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0650 | CRUSHED STONE BASE | 00003 | 21,590.000 |
21,590.000 |
$38.000 |
TON | 2.4 |
| 0655 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 374.000 |
374.000 |
$44.850 |
TON | 0.0 |
| 0660 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 5,183.000 |
5,183.000 |
$45.000 |
TON | 0.7 |
| 0665 | ASPHALT SEAL AGGREGATE | 00100 | 868.000 |
868.000 |
$82.350 |
TON | 0.2 |
| 0670 | ASPHALT SEAL COAT | 00103 | 105.000 |
105.000 |
$1,070.650 |
TON | 0.3 |
| 0675 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,994.000 |
2,994.000 |
$95.000 |
TON | 0.8 |
| 0680 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 88.000 |
88.000 |
$95.000 |
TON | 0.0 |
| 0685 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 124.000 |
124.000 |
$110.000 |
TON | 0.0 |
| 0690 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 395.000 |
395.000 |
$120.000 |
TON | 0.1 |
| 0695 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,086.000 |
1,086.000 |
$120.000 |
TON | 0.4 |
| 0700 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 1,490.000 |
1,490.000 |
$130.000 |
TON | 0.6 |
| 0705 | ASPHALT MATERIAL FOR TACK | 00356 | 9.000 |
9.000 |
$750.000 |
TON | 0.0 |
| 0710 | CULVERT PIPE-15 IN | 00461 | 256.000 |
256.000 |
$57.140 |
LF | 0.0 |
| 0715 | STORM SEWER PIPE-15 IN | 00521 | 191.000 |
191.000 |
$56.450 |
LF | 0.0 |
| 0720 | STORM SEWER PIPE-18 IN | 00522 | 4.000 |
4.000 |
$63.700 |
LF | 0.0 |
| 0725 | REMOVE PIPE | 01310 | 263.000 |
263.000 |
$10.600 |
LF | 0.0 |
| 0730 | DROP BOX INLET TYPE 5B | 01505 | 1.000 |
1.000 |
$8,330.210 |
EACH | 0.0 |
| 0735 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$8,330.210 |
EACH | 0.0 |
| 0740 | REMOVE DROP BOX INLET | 01585 | 2.000 |
2.000 |
$1,033.360 |
EACH | 0.0 |
| 0745 | CAP CURB BOX INLET | 01634 | 1.000 |
1.000 |
$1,033.360 |
EACH | 0.0 |
| 0750 | JUNCTION BOX | 01650 | 2.000 |
2.000 |
$2,869.180 |
EACH | 0.0 |
| 0755 | FLUME INLET TYPE 2 | 01691 | 5.000 |
5.000 |
$6,875.130 |
EACH | 0.1 |
| 0760 | REMOVE CURB & GUTTER BOX INLET | 01705 | 12.000 |
12.000 |
$1,116.620 |
EACH | 0.0 |
| 0765 | SPECIAL HEADER CURB | 01877 | 818.000 |
818.000 |
$10.520 |
LF | 0.0 |
| 0770 | REMOVE CONCRETE ROLL CURB | 01903 | 15,088.000 |
15,088.000 |
$6.170 |
LF | 0.3 |
| 0775 | CONC MEDIAN BARRIER TYPE 12C1 | 01955 | 300.000 |
300.000 |
$333.820 |
LF | 0.3 |
| 0780 | CONC MEDIAN BARRIER TYPE 12C TL3 | 01970 | 40.000 |
40.000 |
$355.330 |
LF | 0.0 |
| 0785 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 195.000 |
195.000 |
$10.890 |
EACH | 0.0 |
| 0790 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 51.000 |
51.000 |
$10.890 |
EACH | 0.0 |
| 0795 | DELINEATOR FOR BARRIER - YELLOW | 01985 | 12.000 |
12.000 |
$11.000 |
EACH | 0.0 |
| 0800 | RELOCATE TEMP CONC BARRIER | 02003 | 14,908.000 |
14,908.000 |
$3.130 |
LF | 0.1 |
| 0805 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$692.970 |
EACH | 0.0 |
| 0810 | TEMP DITCH | 02159 | 4,833.000 |
4,833.000 |
$0.470 |
LF | 0.0 |
| 0815 | CLEAN TEMP DITCH | 02160 | 2,417.000 |
2,417.000 |
$0.240 |
LF | 0.0 |
| 0820 | ROADWAY EXCAVATION | 02200 | 15,790.000 |
15,790.000 |
$21.380 |
CUYD | 1.0 |
| 0825 | WATER | 02242 | 126.000 |
126.000 |
$30.950 |
MGAL | 0.0 |
| 0830 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 20,389.500 |
20,389.500 |
$31.250 |
LF | 1.9 |
| 0835 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$48.800 |
LF | 0.0 |
| 0840 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$71.030 |
EACH | 0.0 |
| 0845 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,719.910 |
EACH | 0.0 |
| 0850 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$11,542.850 |
EACH | 0.1 |
| 0855 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 17.000 |
17.000 |
$3,556.880 |
EACH | 0.2 |
| 0860 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 11.000 |
11.000 |
$989.490 |
EACH | 0.0 |
| 0865 | REMOVE GUARDRAIL | 02381 | 20,878.000 |
20,878.000 |
$1.550 |
LF | 0.1 |
| 0870 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 4.000 |
4.000 |
$707.810 |
EACH | 0.0 |
| 0875 | REMOVE GUARDRAIL END TREATMENT | 02396 | 16.000 |
16.000 |
$150.000 |
EACH | 0.0 |
| 0880 | CHANNEL LINING CLASS II | 02483 | 134.000 |
134.000 |
$45.000 |
TON | 0.0 |
| 0885 | CLEARING AND GRUBBING - FULTON | 02545 | 1.000 |
1.000 |
$95,000.000 |
LS | 0.3 |
| 0890 | TEMPORARY SIGNS | 02562 | 608.000 |
608.000 |
$16.700 |
SQFT | 0.0 |
| 0895 | EDGE KEY | 02585 | 310.000 |
310.000 |
$20.000 |
LF | 0.0 |
| 0900 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 5,654.000 |
5,654.000 |
$2.580 |
SQYD | 0.0 |
| 0905 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 251.000 |
251.000 |
$2.000 |
SQYD | 0.0 |
| 0910 | REMOVE HEADWALL | 02625 | 11.000 |
11.000 |
$491.080 |
EACH | 0.0 |
| 0915 | MAINTAIN & CONTROL TRAFFIC - FULTON | 02650 | 1.000 |
1.000 |
$70,000.000 |
LS | 0.2 |
| 0920 | LANE CLOSURE | 02653 | 7.000 |
7.000 |
$5,000.000 |
EACH | 0.1 |
| 0925 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$19,000.000 |
EACH | 0.3 |
| 0930 | MOBILIZATION FOR MILL & TEXT - FULTON | 02676 | 1.000 |
1.000 |
$3,930.430 |
LS | 0.0 |
| 0935 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,222.000 |
3,464.180 |
$31.680 |
TON | 0.1 |
| 0940 | SAFELOADING | 02690 | 3.000 |
3.000 |
$239.780 |
CUYD | 0.0 |
| 0945 | SHOULDER RUMBLE STRIPS | 02696 | 20,492.000 |
20,492.000 |
$0.260 |
LF | 0.0 |
| 0950 | TEMP SILT FENCE | 02701 | 5,876.000 |
5,876.000 |
$2.130 |
LF | 0.0 |
| 0955 | SILT TRAP TYPE A | 02703 | 12.000 |
12.000 |
$237.160 |
EACH | 0.0 |
| 0960 | SILT TRAP TYPE B | 02704 | 12.000 |
12.000 |
$237.160 |
EACH | 0.0 |
| 0965 | SILT TRAP TYPE C | 02705 | 12.000 |
12.000 |
$217.100 |
EACH | 0.0 |
| 0970 | CLEAN SILT TRAP TYPE A | 02706 | 36.000 |
36.000 |
$69.340 |
EACH | 0.0 |
| 0975 | CLEAN SILT TRAP TYPE B | 02707 | 36.000 |
36.000 |
$69.340 |
EACH | 0.0 |
| 0980 | CLEAN SILT TRAP TYPE C | 02708 | 36.000 |
36.000 |
$69.340 |
EACH | 0.0 |
| 0985 | CLEAN TEMP SILT FENCE | 02709 | 3,129.000 |
3,129.000 |
$0.890 |
LF | 0.0 |
| 0990 | SIDEWALK-4 IN CONCRETE | 02720 | 335.000 |
335.000 |
$64.400 |
SQYD | 0.1 |
| 0995 | STAKING - FULTON | 02726 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 1000 | ARROW PANEL | 02775 | 6.000 |
6.000 |
$3,155.000 |
EACH | 0.1 |
| 1005 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 14,908.000 |
14,908.000 |
$27.080 |
LF | 1.2 |
| 1010 | EROSION CONTROL BLANKET | 05950 | 2,047.000 |
2,047.000 |
$2.550 |
SQYD | 0.0 |
| 1015 | TEMP MULCH | 05952 | 40,692.000 |
40,692.000 |
$0.250 |
SQYD | 0.0 |
| 1020 | TEMP SEEDING AND PROTECTION | 05953 | 26,501.000 |
26,501.000 |
$0.300 |
SQYD | 0.0 |
| 1025 | INITIAL FERTILIZER | 05963 | 4.000 |
4.000 |
$1,200.000 |
TON | 0.0 |
| 1030 | MAINTENANCE FERTILIZER | 05964 | 7.000 |
7.000 |
$1,200.000 |
TON | 0.0 |
| 1035 | SEEDING AND PROTECTION | 05985 | 54,998.000 |
54,998.000 |
$0.550 |
SQYD | 0.1 |
| 1040 | AGRICULTURAL LIMESTONE | 05992 | 40.000 |
40.000 |
$110.000 |
TON | 0.0 |
| 1045 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 204.000 |
204.000 |
$53.540 |
EACH | 0.0 |
| 1050 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | 139.000 |
139.000 |
$53.540 |
EACH | 0.0 |
| 1055 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 17,126.000 |
17,126.000 |
$0.250 |
LF | 0.0 |
| 1060 | PAVE STRIPING-THERMO-6 IN W | 06542 | 9,856.000 |
9,856.000 |
$1.200 |
LF | 0.0 |
| 1065 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 10,276.000 |
10,276.000 |
$1.200 |
LF | 0.0 |
| 1070 | PAVE STRIPING-THERMO-12 IN W | 06546 | 2,346.000 |
2,346.000 |
$2.500 |
LF | 0.0 |
| 1075 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 160.000 |
160.000 |
$20.000 |
LF | 0.0 |
| 1080 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 58.000 |
58.000 |
$25.000 |
EACH | 0.0 |
| 1085 | INLAID PAVEMENT MARKER-B W/R | 06613 | 380.000 |
380.000 |
$22.500 |
EACH | 0.0 |
| 1090 | CONCRETE-CLASS A | 08100 | 14.000 |
14.000 |
$1,682.640 |
CUYD | 0.1 |
| 1095 | STEEL REINFORCEMENT | 08150 | 652.000 |
652.000 |
$1.910 |
LB | 0.0 |
| 1100 | CRASH CUSHION TY VI CLASS C | 08904 | 4.000 |
4.000 |
$36,341.720 |
EACH | 0.4 |
| 1105 | FUEL ADJUSTMENT | 10020NS | 22,420.000 |
22,420.000 |
$1.000 |
DOLL | 0.1 |
| 1110 | ASPHALT ADJUSTMENT | 10030NS | 30,581.000 |
30,581.000 |
$1.000 |
DOLL | 0.1 |
| 1115 | CLEAN CULVERT - FULTON | 20465EC | 1.000 |
1.000 |
$18,973.600 |
LS | 0.1 |
| 1120 | REMOVE BRIDGE END CONNECTOR | 20521NS719 | 8.000 |
8.000 |
$150.000 |
EACH | 0.0 |
| 1125 | SAWCUT PAVEMENT | 20550ND | 9,152.000 |
9,152.000 |
$3.340 |
LF | 0.1 |
| 1130 | TEMP CRASH CUSHION | 20738NS112 | 4.000 |
4.000 |
$8,986.100 |
EACH | 0.1 |
| 1135 | LONGITUDINAL EDGE KEY | 21289ED | 19,701.000 |
19,701.000 |
$2.400 |
LF | 0.1 |
| 1140 | PIPELINE INSPECTION | 24814EC | 215.000 |
215.000 |
$2.250 |
LF | 0.0 |
| 1145 | CONC MEDIAN BARRIER TYPE 12C2-42 IN | 26176ED | 1,296.000 |
1,296.000 |
$125.870 |
LF | 0.5 |
| 1150 | ASPHALT LEVELING AND WEDGING | 40074 | 128.000 |
128.000 |
$120.000 |
TON | 0.0 |
Category Total $5,033,747.02 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0005 | CATEGORY Description | ROADWAY - HICKMAN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1155 | DGA BASE | 00001 | 113.000 |
113.000 |
$60.000 |
TON | 0.0 |
| 1160 | CRUSHED STONE BASE | 00003 | 5,471.000 |
5,471.000 |
$38.000 |
TON | 0.6 |
| 1165 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 568.000 |
568.000 |
$44.850 |
TON | 0.1 |
| 1170 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 10,624.000 |
10,624.000 |
$45.000 |
TON | 1.4 |
| 1175 | ASPHALT SEAL AGGREGATE | 00100 | 90.000 |
90.000 |
$82.350 |
TON | 0.0 |
| 1180 | ASPHALT SEAL COAT | 00103 | 12.000 |
12.000 |
$1,070.650 |
TON | 0.0 |
| 1185 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,314.000 |
1,314.000 |
$95.000 |
TON | 0.4 |
| 1190 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 591.000 |
591.000 |
$120.000 |
TON | 0.2 |
| 1195 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 49.000 |
49.000 |
$120.000 |
TON | 0.0 |
| 1200 | ASPHALT MATERIAL FOR TACK | 00356 | 2.000 |
2.000 |
$750.000 |
TON | 0.0 |
| 1205 | CULVERT PIPE-15 IN | 00461 | 620.000 |
620.000 |
$57.140 |
LF | 0.1 |
| 1210 | CULVERT PIPE-18 IN | 00462 | 219.000 |
219.000 |
$65.650 |
LF | 0.0 |
| 1215 | STORM SEWER PIPE-15 IN | 00521 | 120.000 |
120.000 |
$56.450 |
LF | 0.0 |
| 1220 | REMOVE PIPE | 01310 | 12.000 |
12.000 |
$10.600 |
LF | 0.0 |
| 1225 | CURB BOX INLET TYPE B | 01480 | 6.000 |
6.000 |
$6,937.110 |
EACH | 0.1 |
| 1230 | DROP BOX INLET TYPE 5B | 01505 | 4.000 |
4.000 |
$8,330.210 |
EACH | 0.1 |
| 1235 | REMOVE DROP BOX INLET | 01585 | 10.000 |
10.000 |
$1,033.360 |
EACH | 0.0 |
| 1240 | JUNCTION BOX | 01650 | 4.000 |
4.000 |
$2,869.180 |
EACH | 0.0 |
| 1245 | FLUME INLET TYPE 2 | 01691 | 5.000 |
5.000 |
$6,875.130 |
EACH | 0.1 |
| 1250 | SPECIAL HEADER CURB | 01877 | 2,435.000 |
2,435.000 |
$10.520 |
LF | 0.1 |
| 1255 | CONC MEDIAN BARRIER TYPE 12C1 | 01955 | 600.000 |
600.000 |
$333.820 |
LF | 0.6 |
| 1260 | CONC MEDIAN BARRIER TYPE 12C TL3 | 01970 | 80.000 |
80.000 |
$355.330 |
LF | 0.1 |
| 1265 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 209.000 |
209.000 |
$10.890 |
EACH | 0.0 |
| 1270 | DELINEATOR FOR BARRIER - YELLOW | 01985 | 24.000 |
24.000 |
$11.000 |
EACH | 0.0 |
| 1275 | RELOCATE TEMP CONC BARRIER | 02003 | 8,000.000 |
8,000.000 |
$3.130 |
LF | 0.1 |
| 1280 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$692.970 |
EACH | 0.0 |
| 1285 | REMOVE PAVED DITCH | 02165 | 1,730.000 |
1,730.000 |
$4.220 |
SQYD | 0.0 |
| 1290 | ROADWAY EXCAVATION | 02200 | 5,672.000 |
5,672.000 |
$21.380 |
CUYD | 0.4 |
| 1295 | WATER | 02242 | 124.000 |
124.000 |
$30.950 |
MGAL | 0.0 |
| 1300 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 18,783.000 |
18,783.000 |
$31.250 |
LF | 1.7 |
| 1305 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$71.030 |
EACH | 0.0 |
| 1310 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 12.000 |
12.000 |
$2,719.910 |
EACH | 0.1 |
| 1315 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 26.000 |
26.000 |
$3,556.880 |
EACH | 0.3 |
| 1320 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 26.000 |
26.000 |
$989.490 |
EACH | 0.1 |
| 1325 | REMOVE GUARDRAIL | 02381 | 19,845.000 |
19,845.000 |
$1.550 |
LF | 0.1 |
| 1330 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 12.000 |
12.000 |
$707.810 |
EACH | 0.0 |
| 1335 | REMOVE GUARDRAIL END TREATMENT | 02396 | 103.000 |
103.000 |
$150.000 |
EACH | 0.0 |
| 1340 | CHANNEL LINING CLASS II | 02483 | 2,663.000 |
2,663.000 |
$45.000 |
TON | 0.4 |
| 1345 | CHANNEL LINING CLASS III | 02484 | 70.000 |
70.000 |
$45.000 |
TON | 0.0 |
| 1350 | CLEARING AND GRUBBING - HICKMAN | 02545 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 1355 | CONCRETE-CLASS B | 02555 | 4.000 |
4.000 |
$496.380 |
CUYD | 0.0 |
| 1360 | TEMPORARY SIGNS | 02562 | 640.000 |
640.000 |
$16.700 |
SQFT | 0.0 |
| 1365 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 15,439.000 |
15,439.000 |
$2.580 |
SQYD | 0.1 |
| 1370 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,038.000 |
1,038.000 |
$2.000 |
SQYD | 0.0 |
| 1375 | REMOVE HEADWALL | 02625 | 6.000 |
6.000 |
$491.080 |
EACH | 0.0 |
| 1380 | MAINTAIN & CONTROL TRAFFIC - HICKMAN | 02650 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.1 |
| 1385 | LANE CLOSURE | 02653 | 10.000 |
10.000 |
$5,000.000 |
EACH | 0.1 |
| 1390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$19,000.000 |
EACH | 0.1 |
| 1395 | MOBILIZATION FOR MILL & TEXT - HICKMAN | 02676 | 1.000 |
1.000 |
$3,930.430 |
LS | 0.0 |
| 1400 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 130.000 |
130.000 |
$31.680 |
TON | 0.0 |
| 1405 | SAFELOADING | 02690 | 4.000 |
4.000 |
$239.780 |
CUYD | 0.0 |
| 1410 | SHOULDER RUMBLE STRIPS | 02696 | 5,918.000 |
5,918.000 |
$0.260 |
LF | 0.0 |
| 1415 | TEMP SILT FENCE | 02701 | 3,020.000 |
3,020.000 |
$2.130 |
LF | 0.0 |
| 1420 | SILT TRAP TYPE A | 02703 | 6.000 |
6.000 |
$237.160 |
EACH | 0.0 |
| 1425 | SILT TRAP TYPE B | 02704 | 4.000 |
4.000 |
$237.160 |
EACH | 0.0 |
| 1430 | SILT TRAP TYPE C | 02705 | 4.000 |
4.000 |
$217.100 |
EACH | 0.0 |
| 1435 | CLEAN SILT TRAP TYPE A | 02706 | 18.000 |
18.000 |
$69.340 |
EACH | 0.0 |
| 1440 | CLEAN SILT TRAP TYPE B | 02707 | 12.000 |
12.000 |
$69.340 |
EACH | 0.0 |
| 1445 | CLEAN SILT TRAP TYPE C | 02708 | 12.000 |
12.000 |
$69.340 |
EACH | 0.0 |
| 1450 | CLEAN TEMP SILT FENCE | 02709 | 9,060.000 |
9,060.000 |
$0.890 |
LF | 0.0 |
| 1455 | SIDEWALK-4 IN CONCRETE | 02720 | 699.000 |
699.000 |
$64.400 |
SQYD | 0.1 |
| 1460 | STAKING - HICKMAN | 02726 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 1465 | ARROW PANEL | 02775 | 10.000 |
10.000 |
$3,155.000 |
EACH | 0.1 |
| 1470 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 8,000.000 |
8,000.000 |
$27.080 |
LF | 0.6 |
| 1475 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | 194.000 |
194.000 |
$86.300 |
SQYD | 0.0 |
| 1480 | TEMP MULCH | 05952 | 10,654.000 |
10,654.000 |
$0.250 |
SQYD | 0.0 |
| 1485 | TEMP SEEDING AND PROTECTION | 05953 | 10,654.000 |
10,654.000 |
$0.300 |
SQYD | 0.0 |
| 1490 | INITIAL FERTILIZER | 05963 | 3.000 |
3.000 |
$1,200.000 |
TON | 0.0 |
| 1495 | MAINTENANCE FERTILIZER | 05964 | 3.000 |
3.000 |
$1,200.000 |
TON | 0.0 |
| 1500 | SEEDING AND PROTECTION | 05985 | 4,695.000 |
4,695.000 |
$0.550 |
SQYD | 0.0 |
| 1505 | AGRICULTURAL LIMESTONE | 05992 | 9.000 |
9.000 |
$110.000 |
TON | 0.0 |
| 1510 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 5,918.000 |
5,918.000 |
$1.200 |
LF | 0.0 |
| 1515 | CONCRETE-CLASS A | 08100 | 28.000 |
28.000 |
$1,682.640 |
CUYD | 0.1 |
| 1520 | STEEL REINFORCEMENT | 08150 | 1,364.000 |
1,364.000 |
$1.910 |
LB | 0.0 |
| 1525 | CRASH CUSHION TY VI CLASS C | 08904 | 8.000 |
8.000 |
$36,341.720 |
EACH | 0.9 |
| 1530 | FUEL ADJUSTMENT | 10020NS | 7,533.000 |
7,533.000 |
$1.000 |
DOLL | 0.0 |
| 1535 | ASPHALT ADJUSTMENT | 10030NS | 9,602.000 |
9,602.000 |
$1.000 |
DOLL | 0.0 |
| 1540 | CLEAN CULVERT - HICKMAN | 20465EC | 1.000 |
1.000 |
$9,486.800 |
LS | 0.0 |
| 1545 | SAWCUT PAVEMENT | 20550ND | 594.000 |
594.000 |
$3.340 |
LF | 0.0 |
| 1550 | TEMP CRASH CUSHION | 20738NS112 | 8.000 |
8.000 |
$8,986.100 |
EACH | 0.2 |
| 1555 | LONGITUDINAL EDGE KEY | 21289ED | 6,240.000 |
6,240.000 |
$2.400 |
LF | 0.0 |
| 1560 | SHEET PILING | 24787EN | 1,232.000 |
1,232.000 |
$115.810 |
SQFT | 0.4 |
| 1565 | PIPELINE INSPECTION | 24814EC | 970.000 |
970.000 |
$2.250 |
LF | 0.0 |
| 1570 | CONC MEDIAN BARRIER TYPE 12C2-42 IN | 26176ED | 2,376.000 |
2,376.000 |
$125.870 |
LF | 0.9 |
| 1575 | SODDING | 40047 | 92.000 |
92.000 |
$15.000 |
SQYD | 0.0 |
Category Total $3,946,600.77 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0006 | CATEGORY Description | ROADWAY - GRAVES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1580 | DGA BASE | 00001 | 253.000 |
253.000 |
$60.000 |
TON | 0.0 |
| 1585 | CRUSHED STONE BASE | 00003 | 13,030.000 |
13,030.000 |
$38.000 |
TON | 1.5 |
| 1590 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 1,185.000 |
1,185.000 |
$44.850 |
TON | 0.2 |
| 1595 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 15,325.000 |
15,325.000 |
$45.000 |
TON | 2.0 |
| 1600 | ASPHALT SEAL AGGREGATE | 00100 | 218.000 |
218.000 |
$82.350 |
TON | 0.1 |
| 1605 | ASPHALT SEAL COAT | 00103 | 28.000 |
28.000 |
$1,070.650 |
TON | 0.1 |
| 1610 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,638.000 |
3,638.000 |
$95.000 |
TON | 1.0 |
| 1615 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,388.000 |
1,388.000 |
$120.000 |
TON | 0.5 |
| 1620 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 411.000 |
411.000 |
$120.000 |
TON | 0.1 |
| 1625 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 5,360.000 |
5,360.000 |
$160.000 |
TON | 2.5 |
| 1630 | ASPHALT MATERIAL FOR TACK | 00356 | 4.000 |
4.000 |
$750.000 |
TON | 0.0 |
| 1635 | ENTRANCE PIPE-15 IN | 00440 | 42.000 |
42.000 |
$36.350 |
LF | 0.0 |
| 1640 | CULVERT PIPE-15 IN | 00461 | 801.000 |
801.000 |
$57.140 |
LF | 0.1 |
| 1645 | CULVERT PIPE-18 IN | 00462 | 299.000 |
299.000 |
$65.650 |
LF | 0.1 |
| 1650 | CULVERT PIPE-72 IN | 00474 | 44.000 |
44.000 |
$308.720 |
LF | 0.0 |
| 1655 | STORM SEWER PIPE-15 IN | 00521 | 379.000 |
379.000 |
$56.450 |
LF | 0.1 |
| 1660 | STORM SEWER PIPE-18 IN | 00522 | 240.000 |
240.000 |
$63.700 |
LF | 0.0 |
| 1665 | PIPE CULVERT HEADWALL-15 IN | 01202 | 4.000 |
4.000 |
$2,037.580 |
EACH | 0.0 |
| 1670 | REMOVE PIPE | 01310 | 87.000 |
87.000 |
$10.600 |
LF | 0.0 |
| 1675 | CURB BOX INLET TYPE B | 01480 | 10.000 |
10.000 |
$6,937.110 |
EACH | 0.2 |
| 1680 | DROP BOX INLET TYPE 5B | 01505 | 4.000 |
4.000 |
$8,330.210 |
EACH | 0.1 |
| 1685 | DROP BOX INLET TYPE 5D | 01511 | 2.000 |
2.000 |
$8,330.210 |
EACH | 0.0 |
| 1690 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$8,330.200 |
EACH | 0.0 |
| 1695 | REMOVE DROP BOX INLET | 01585 | 28.000 |
28.000 |
$1,033.360 |
EACH | 0.1 |
| 1700 | JUNCTION BOX | 01650 | 7.000 |
7.000 |
$2,869.180 |
EACH | 0.1 |
| 1705 | REMOVE JUNCTION BOX | 01655 | 1.000 |
1.000 |
$1,159.880 |
EACH | 0.0 |
| 1710 | FLUME INLET TYPE 1 | 01690 | 4.000 |
4.000 |
$7,086.930 |
EACH | 0.1 |
| 1715 | FLUME INLET TYPE 2 | 01691 | 43.000 |
43.000 |
$6,875.130 |
EACH | 0.9 |
| 1720 | SPECIAL HEADER CURB | 01877 | 18,944.000 |
18,944.000 |
$10.520 |
LF | 0.6 |
| 1725 | CONC MEDIAN BARRIER TYPE 12C1 | 01955 | 900.000 |
900.000 |
$333.820 |
LF | 0.9 |
| 1730 | CONC MEDIAN BARRIER TYPE 12C TL3 | 01970 | 120.000 |
120.000 |
$355.330 |
LF | 0.1 |
| 1735 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 523.000 |
523.000 |
$10.890 |
EACH | 0.0 |
| 1740 | DELINEATOR FOR BARRIER - YELLOW | 01985 | 37.000 |
37.000 |
$11.000 |
EACH | 0.0 |
| 1745 | RELOCATE TEMP CONC BARRIER | 02003 | 12,000.000 |
12,000.000 |
$3.130 |
LF | 0.1 |
| 1750 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$692.970 |
EACH | 0.0 |
| 1755 | REMOVE PAVED DITCH | 02165 | 640.000 |
640.000 |
$4.220 |
SQYD | 0.0 |
| 1760 | ROADWAY EXCAVATION | 02200 | 8,979.000 |
8,979.000 |
$21.380 |
CUYD | 0.6 |
| 1765 | WATER | 02242 | 124.000 |
124.000 |
$30.950 |
MGAL | 0.0 |
| 1770 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 46,437.000 |
46,437.000 |
$31.250 |
LF | 4.3 |
| 1775 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 1,100.000 |
1,100.000 |
$48.800 |
LF | 0.2 |
| 1780 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 13.000 |
13.000 |
$71.030 |
EACH | 0.0 |
| 1785 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 46.000 |
6.000 |
$2,719.910 |
EACH | 0.4 |
| 1790 | CRASH CUSHION TYPE IX-A | 02365 | 8.000 |
8.000 |
$11,542.850 |
EACH | 0.3 |
| 1795 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 52.000 |
52.000 |
$3,556.880 |
EACH | 0.5 |
| 1800 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 51.000 |
51.000 |
$989.490 |
EACH | 0.1 |
| 1805 | REMOVE GUARDRAIL | 02381 | 49,164.000 |
49,164.000 |
$1.550 |
LF | 0.2 |
| 1810 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 46.000 |
46.000 |
$707.810 |
EACH | 0.1 |
| 1815 | REMOVE GUARDRAIL END TREATMENT | 02396 | 103.000 |
103.000 |
$150.000 |
EACH | 0.0 |
| 1820 | CHANNEL LINING CLASS II | 02483 | 2,010.000 |
2,010.000 |
$45.000 |
TON | 0.3 |
| 1825 | CHANNEL LINING CLASS III | 02484 | 311.000 |
311.000 |
$45.000 |
TON | 0.0 |
| 1830 | CLEARING AND GRUBBING - GRAVES | 02545 | 1.000 |
1.000 |
$185,000.000 |
LS | 0.5 |
| 1835 | CONCRETE-CLASS B | 02555 | 24.000 |
24.000 |
$496.380 |
CUYD | 0.0 |
| 1840 | TEMPORARY SIGNS | 02562 | 960.000 |
960.000 |
$16.700 |
SQFT | 0.0 |
| 1845 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 19,369.000 |
19,369.000 |
$2.580 |
SQYD | 0.1 |
| 1850 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,784.000 |
1,784.000 |
$2.000 |
SQYD | 0.0 |
| 1855 | REMOVE HEADWALL | 02625 | 13.000 |
13.000 |
$491.080 |
EACH | 0.0 |
| 1860 | MAINTAIN & CONTROL TRAFFIC - GRAVES | 02650 | 1.000 |
1.000 |
$100,000.000 |
LS | 0.3 |
| 1865 | LANE CLOSURE | 02653 | 15.000 |
15.000 |
$5,000.000 |
EACH | 0.2 |
| 1870 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$19,000.000 |
EACH | 0.1 |
| 1875 | MOBILIZATION FOR MILL & TEXT - GRAVES | 02676 | 1.000 |
1.000 |
$3,930.430 |
LS | 0.0 |
| 1880 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,096.000 |
1,096.000 |
$31.680 |
TON | 0.1 |
| 1885 | SAFELOADING | 02690 | 14.000 |
14.000 |
$239.780 |
CUYD | 0.0 |
| 1890 | SHOULDER RUMBLE STRIPS | 02696 | 8,880.000 |
8,880.000 |
$0.260 |
LF | 0.0 |
| 1895 | TEMP SILT FENCE | 02701 | 4,181.000 |
4,181.000 |
$2.130 |
LF | 0.0 |
| 1900 | SILT TRAP TYPE A | 02703 | 7.000 |
7.000 |
$237.160 |
EACH | 0.0 |
| 1905 | SILT TRAP TYPE B | 02704 | 6.000 |
6.000 |
$237.160 |
EACH | 0.0 |
| 1910 | SILT TRAP TYPE C | 02705 | 6.000 |
6.000 |
$217.100 |
EACH | 0.0 |
| 1915 | CLEAN SILT TRAP TYPE A | 02706 | 21.000 |
21.000 |
$69.340 |
EACH | 0.0 |
| 1920 | CLEAN SILT TRAP TYPE B | 02707 | 18.000 |
18.000 |
$69.340 |
EACH | 0.0 |
| 1925 | CLEAN SILT TRAP TYPE C | 02708 | 18.000 |
18.000 |
$69.340 |
EACH | 0.0 |
| 1930 | CLEAN TEMP SILT FENCE | 02709 | 12,543.000 |
12,543.000 |
$0.890 |
LF | 0.0 |
| 1935 | SIDEWALK-4 IN CONCRETE | 02720 | 1,300.000 |
1,300.000 |
$64.400 |
SQYD | 0.2 |
| 1940 | STAKING - GRAVES | 02726 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 1945 | ARROW PANEL | 02775 | 14.000 |
14.000 |
$3,155.000 |
EACH | 0.1 |
| 1950 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 12,000.000 |
12,000.000 |
$27.080 |
LF | 1.0 |
| 1955 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | 832.000 |
832.000 |
$86.300 |
SQYD | 0.2 |
| 1960 | EROSION CONTROL BLANKET | 05950 | 3,640.000 |
3,640.000 |
$2.550 |
SQYD | 0.0 |
| 1965 | TEMP MULCH | 05952 | 15,507.000 |
15,507.000 |
$0.250 |
SQYD | 0.0 |
| 1970 | TEMP SEEDING AND PROTECTION | 05953 | 15,507.000 |
15,507.000 |
$0.300 |
SQYD | 0.0 |
| 1975 | INITIAL FERTILIZER | 05963 | 5.000 |
5.000 |
$1,200.000 |
TON | 0.0 |
| 1980 | MAINTENANCE FERTILIZER | 05964 | 5.000 |
5.000 |
$1,200.000 |
TON | 0.0 |
| 1985 | SEEDING AND PROTECTION | 05985 | 8,275.000 |
8,275.000 |
$0.550 |
SQYD | 0.0 |
| 1990 | AGRICULTURAL LIMESTONE | 05992 | 15.000 |
15.000 |
$110.000 |
TON | 0.0 |
| 1995 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 8,880.000 |
8,880.000 |
$1.200 |
LF | 0.0 |
| 2000 | CONCRETE-CLASS A | 08100 | 42.000 |
42.000 |
$1,682.640 |
CUYD | 0.2 |
| 2005 | STEEL REINFORCEMENT | 08150 | 2,248.000 |
2,248.000 |
$1.910 |
LB | 0.0 |
| 2010 | CRASH CUSHION TY VI CLASS C | 08904 | 12.000 |
12.000 |
$36,341.720 |
EACH | 1.3 |
| 2015 | FUEL ADJUSTMENT | 10020NS | 7,533.000 |
7,533.000 |
$1.000 |
DOLL | 0.0 |
| 2020 | ASPHALT ADJUSTMENT | 10030NS | 9,602.000 |
9,602.000 |
$1.000 |
DOLL | 0.0 |
| 2025 | CLEAN CULVERT - GRAVES | 20465EC | 1.000 |
1.000 |
$37,947.130 |
LS | 0.1 |
| 2030 | REMOVE BRIDGE END CONNECTOR | 20521NS719 | 32.000 |
32.000 |
$150.000 |
EACH | 0.0 |
| 2035 | SAWCUT PAVEMENT | 20550ND | 1,689.000 |
1,689.000 |
$3.340 |
LF | 0.0 |
| 2040 | TEMP CRASH CUSHION | 20738NS112 | 12.000 |
12.000 |
$8,986.100 |
EACH | 0.3 |
| 2045 | LONGITUDINAL EDGE KEY | 21289ED | 8,040.000 |
8,040.000 |
$2.400 |
LF | 0.1 |
| 2050 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 260.000 |
260.000 |
$10.000 |
SQYD | 0.0 |
| 2055 | CONC MED BARRIER BOX INLET-TY 12A1 | 23804EC | 1.000 |
1.000 |
$23,701.030 |
EACH | 0.1 |
| 2060 | CONC MED BARR BOX INLET TY 12A2-50(MOD) | 23976EC | 1.000 |
1.000 |
$23,701.030 |
EACH | 0.1 |
| 2065 | SHEET PILING | 24787EN | 3,301.000 |
3,301.000 |
$115.810 |
SQFT | 1.1 |
| 2070 | PIPELINE INSPECTION | 24814EC | 1,769.000 |
1,769.000 |
$2.250 |
LF | 0.0 |
| 2075 | CONC MEDIAN BARRIER TYPE 12C2-42 IN | 26176ED | 4,276.000 |
4,276.000 |
$125.870 |
LF | 1.6 |
Category Total $9,159,492.70 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0014 | CATEGORY Description | BRIDGE - I69 OVER CN RR - 038B00055 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2080 | RELOCATE TEMP CONC BARRIER | 02003 | 800.000 |
800.000 |
$7.100 |
LF | 0.0 |
| 2085 | MAINTAIN & CONTROL TRAFFIC 038B00055 | 02650 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 2090 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
| 2095 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 2100 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$4,028.250 |
EACH | 0.0 |
| 2105 | INSTALL TEMP CRASH CUSHION | 02900 | 4.000 |
4.000 |
$8,986.100 |
EACH | 0.1 |
| 2110 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 800.000 |
800.000 |
$30.180 |
LF | 0.1 |
| 2115 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 7,000.000 |
7,000.000 |
$0.400 |
LF | 0.0 |
| 2120 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 1,000.000 |
1,000.000 |
$2.000 |
LF | 0.0 |
| 2125 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 3,250.000 |
3,250.000 |
$1.000 |
LF | 0.0 |
| 2130 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 3,250.000 |
3,250.000 |
$1.000 |
LF | 0.0 |
| 2135 | CONCRETE PATCHING REPAIR | 22146EN | 280.000 |
280.000 |
$295.000 |
SQFT | 0.2 |
| 2140 | BRIDGE BARRIER RETROFIT | 23032EN | 2,146.700 |
2,146.700 |
$213.000 |
LF | 1.3 |
| 2145 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE 038B00055 NB & SB | 23949EC | 1.000 |
1.000 |
$45,000.000 |
LS | 0.1 |
| 2150 | BRIDGE CLEANING 038B00055 NB & SB | 24981EC | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 8000 | CONCRETE SEALING Concrete sealing for B55 | 23378EC | 0.000 |
10,200.000 |
$15.000 |
SQFT | 0.0 |
Category Total $716,528.50 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0015 | CATEGORY Description | BRIDGE - I69 OVER BAYOU DE CHEIN - 042B00170 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2155 | RELOCATE TEMP CONC BARRIER | 02003 | 800.000 |
800.000 |
$7.100 |
LF | 0.0 |
| 2160 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 2165 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
| 2170 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 2175 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$4,028.250 |
EACH | 0.0 |
| 2180 | INSTALL TEMP CRASH CUSHION | 02900 | 4.000 |
4.000 |
$8,986.100 |
EACH | 0.1 |
| 2185 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 800.000 |
800.000 |
$30.180 |
LF | 0.1 |
| 2190 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 6,450.000 |
6,450.000 |
$0.400 |
LF | 0.0 |
| 2195 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 400.000 |
400.000 |
$2.000 |
LF | 0.0 |
| 2200 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 3,000.000 |
3,000.000 |
$1.000 |
LF | 0.0 |
| 2205 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 3,000.000 |
3,000.000 |
$1.000 |
LF | 0.0 |
| 2210 | CONCRETE PATCHING REPAIR | 22146EN | 80.000 |
80.000 |
$180.000 |
SQFT | 0.0 |
| 2215 | BRIDGE BARRIER RETROFIT | 23032EN | 1,311.600 |
1,311.600 |
$227.000 |
LF | 0.9 |
| 2220 | CONCRETE SEALING | 23378EC | 6,607.800 |
6,607.800 |
$15.000 |
SQFT | 0.3 |
| 2225 | JOINT SEAL REPLACEMENT | 23386EC | 127.800 |
127.800 |
$95.000 |
LF | 0.0 |
| 2230 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE 042B00170 NB & SB | 23949EC | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 2235 | PARTIAL DEPTH PATCHING | 24094EC | 24.400 |
24.400 |
$1,750.000 |
CUYD | 0.1 |
| 2240 | BRIDGE CLEANING 042B00170 NB & SB | 24981EC | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
Category Total $608,352.60 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0016 | CATEGORY Description | BRIDGE - I69 OVER BRUSH CREEK - 042B00173 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2245 | RELOCATE TEMP CONC BARRIER | 02003 | 800.000 |
800.000 |
$7.100 |
LF | 0.0 |
| 2250 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 2255 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
| 2260 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 2265 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$4,028.250 |
EACH | 0.0 |
| 2270 | INSTALL TEMP CRASH CUSHION | 02900 | 4.000 |
4.000 |
$8,986.100 |
EACH | 0.1 |
| 2275 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 800.000 |
800.000 |
$30.180 |
LF | 0.1 |
| 2280 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 5,200.000 |
5,200.000 |
$0.400 |
LF | 0.0 |
| 2285 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 1,350.000 |
1,350.000 |
$2.000 |
LF | 0.0 |
| 2290 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,400.000 |
1,400.000 |
$1.000 |
LF | 0.0 |
| 2295 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,400.000 |
1,400.000 |
$1.000 |
LF | 0.0 |
| 2300 | EPOXY SAND SLURRY | 08504 | 51.800 |
51.800 |
$22.000 |
SQYD | 0.0 |
| 2305 | CONC CLASS M FULL DEPTH PATCH | 08526 | 5.000 |
5.000 |
$500.000 |
CUYD | 0.0 |
| 2310 | CONCRETE OVERLAY-LATEX | 08534 | 18.600 |
18.600 |
$2,250.000 |
CUYD | 0.1 |
| 2315 | BLAST CLEANING | 08549 | 588.000 |
588.000 |
$6.000 |
SQYD | 0.0 |
| 2325 | CONCRETE PATCHING REPAIR | 22146EN | 80.000 |
80.000 |
$180.000 |
SQFT | 0.0 |
| 2330 | BRIDGE BARRIER RETROFIT | 23032EN | 578.800 |
578.800 |
$279.000 |
LF | 0.5 |
| 2335 | CONCRETE SEALING | 23378EC | 2,664.000 |
2,664.000 |
$15.000 |
SQFT | 0.1 |
| 2340 | JOINT SEAL REPLACEMENT | 23386EC | 76.000 |
76.000 |
$95.000 |
LF | 0.0 |
| 2345 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE 042B00173 NB & SB | 23949EC | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2350 | PARTIAL DEPTH PATCHING | 24094EC | 12.600 |
12.600 |
$1,750.000 |
CUYD | 0.1 |
| 2355 | BRIDGE CLEANING 042B00173 NB & SB | 24981EC | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 3750 | REM EPOXY BIT FOREIGN OVERLAY (ADDED 10-6-22) | 08510 | 537.000 |
537.000 |
$49.000 |
SQYD | 0.1 |
Category Total $463,407.20 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0017 | CATEGORY Description | BRIDGE - I69 OVER OBION CREEK - 042B00176 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2360 | RELOCATE TEMP CONC BARRIER | 02003 | 800.000 |
800.000 |
$7.100 |
LF | 0.0 |
| 2365 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 2370 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
| 2375 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 2380 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$4,028.250 |
EACH | 0.0 |
| 2385 | INSTALL TEMP CRASH CUSHION | 02900 | 4.000 |
4.000 |
$8,986.100 |
EACH | 0.1 |
| 2390 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 800.000 |
800.000 |
$30.180 |
LF | 0.1 |
| 2395 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 3,530.000 |
3,530.000 |
$0.400 |
LF | 0.0 |
| 2400 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 840.000 |
840.000 |
$2.000 |
LF | 0.0 |
| 2405 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,690.000 |
2,690.000 |
$1.000 |
LF | 0.0 |
| 2410 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,690.000 |
2,690.000 |
$1.000 |
LF | 0.0 |
| 2415 | CONCRETE PATCHING REPAIR | 22146EN | 80.000 |
80.000 |
$180.000 |
SQFT | 0.0 |
| 2420 | BRIDGE BARRIER RETROFIT | 23032EN | 917.000 |
917.000 |
$238.000 |
LF | 0.6 |
| 2425 | CONCRETE SEALING | 23378EC | 4,163.400 |
4,163.400 |
$15.000 |
SQFT | 0.2 |
| 2430 | JOINT SEAL REPLACEMENT | 23386EC | 152.000 |
152.000 |
$95.000 |
LF | 0.0 |
| 2435 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE 042B00176 NB & SB | 23949EC | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2440 | PARTIAL DEPTH PATCHING | 24094EC | 20.800 |
20.800 |
$1,750.000 |
CUYD | 0.1 |
| 2445 | BRIDGE CLEANING 042B00176 NB & SB | 24981EC | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
Category Total $489,790.40 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0018 | CATEGORY Description | BRIDGE - I69 OVER OPOSSUM - 042B00177 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2450 | RELOCATE TEMP CONC BARRIER | 02003 | 800.000 |
800.000 |
$7.100 |
LF | 0.0 |
| 2455 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 2460 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
| 2465 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 2470 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$4,028.250 |
EACH | 0.0 |
| 2475 | INSTALL TEMP CRASH CUSHION | 02900 | 4.000 |
4.000 |
$8,986.100 |
EACH | 0.1 |
| 2480 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 800.000 |
800.000 |
$30.180 |
LF | 0.1 |
| 2485 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 6,150.000 |
6,150.000 |
$0.400 |
LF | 0.0 |
| 2490 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 640.000 |
640.000 |
$2.000 |
LF | 0.0 |
| 2495 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,705.000 |
2,705.000 |
$1.000 |
LF | 0.0 |
| 2500 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,705.000 |
2,705.000 |
$1.000 |
LF | 0.0 |
| 2505 | EPOXY SAND SLURRY | 08504 | 265.800 |
265.800 |
$22.000 |
SQYD | 0.0 |
| 2510 | CONC CLASS M FULL DEPTH PATCH | 08526 | 10.000 |
10.000 |
$500.000 |
CUYD | 0.0 |
| 2515 | CONCRETE OVERLAY-LATEX | 08534 | 61.800 |
61.800 |
$2,250.000 |
CUYD | 0.4 |
| 2520 | BLAST CLEANING | 08549 | 2,048.000 |
2,048.000 |
$6.000 |
SQYD | 0.0 |
| 2530 | CONCRETE PATCHING REPAIR | 22146EN | 80.000 |
80.000 |
$180.000 |
SQFT | 0.0 |
| 2535 | BRIDGE BARRIER RETROFIT | 23032EN | 929.600 |
929.600 |
$237.000 |
LF | 0.6 |
| 2540 | CONCRETE SEALING | 23378EC | 4,213.800 |
4,213.800 |
$15.000 |
SQFT | 0.2 |
| 2545 | JOINT SEAL REPLACEMENT | 23386EC | 215.000 |
215.000 |
$95.000 |
LF | 0.1 |
| 2550 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE 042B00177 NB &SB | 23949EC | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2555 | PARTIAL DEPTH PATCHING | 24094EC | 22.300 |
22.300 |
$1,300.000 |
CUYD | 0.1 |
| 2560 | BRIDGE CLEANING 042B00177 NB & SB | 24981EC | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 3755 | REM EPOXY BIT FOREIGN OVERLAY (ADDED 10-6-22) | 08510 | 1,782.000 |
1,782.000 |
$49.000 |
SQYD | 0.3 |
Category Total $741,372.20 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0019 | CATEGORY Description | BRIDGE - US51 OVER I69 - 038B00012 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2565 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2570 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2575 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 2580 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 300.000 |
300.000 |
$0.200 |
LF | 0.0 |
| 2585 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,700.000 |
2,700.000 |
$0.100 |
LF | 0.0 |
| 2590 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,700.000 |
2,700.000 |
$0.100 |
LF | 0.0 |
| 2595 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 2600 | REPAIR ALUMINUM RAILING | 24522EC | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 2605 | REPAIR EROSION AT ABUTMENTS | 24522EC | 1.000 |
1.000 |
$16,000.000 |
LS | 0.0 |
| 2610 | BRIDGE CLEANING 038B00012 | 24981EC | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
Category Total $54,200.00 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0020 | CATEGORY Description | BRIDGE - KY307 OVER I69 - 038B00015 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2615 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2620 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2625 | EXPAN JOINT REPLACE 4 IN | 03298 | 100.200 |
100.200 |
$1,150.000 |
LF | 0.3 |
| 2630 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 2635 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 200.000 |
200.000 |
$2.000 |
LF | 0.0 |
| 2640 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,680.000 |
2,680.000 |
$1.000 |
LF | 0.0 |
| 2645 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,680.000 |
2,680.000 |
$1.000 |
LF | 0.0 |
| 2650 | CONC CLASS M FULL DEPTH PATCH | 08526 | 2.000 |
2.000 |
$2,100.000 |
CUYD | 0.0 |
| 2655 | CONCRETE PATCHING REPAIR | 22146EN | 8.000 |
8.000 |
$600.000 |
SQFT | 0.0 |
| 2660 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$8,500.000 |
LS | 0.0 |
| 2665 | PARTIAL DEPTH PATCHING | 24094EC | 9.800 |
9.800 |
$2,000.000 |
CUYD | 0.1 |
| 2670 | BRIDGE CLEANING 038B00015 | 24981EC | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
Category Total $187,090.00 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0021 | CATEGORY Description | BRIDGE - KY2569 OVER HOLLAND - 053B00068 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2675 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2680 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2685 | EXPAN JOINT REPLACE 4 IN | 03298 | 60.000 |
60.000 |
$995.000 |
LF | 0.2 |
| 2690 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 2695 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 1,980.000 |
1,980.000 |
$2.000 |
LF | 0.0 |
| 2700 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,750.000 |
2,750.000 |
$1.000 |
LF | 0.0 |
| 2705 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,750.000 |
2,750.000 |
$1.000 |
LF | 0.0 |
| 2710 | EPOXY SAND SLURRY | 08504 | 175.400 |
175.400 |
$24.000 |
SQYD | 0.0 |
| 2715 | CONC CLASS M FULL DEPTH PATCH | 08526 | 2.000 |
2.000 |
$2,000.000 |
CUYD | 0.0 |
| 2720 | CONCRETE OVERLAY-LATEX | 08534 | 23.700 |
23.700 |
$2,500.000 |
CUYD | 0.2 |
| 2725 | BLAST CLEANING | 08549 | 859.000 |
859.000 |
$16.000 |
SQYD | 0.0 |
| 2730 | MACHINE PREP OF SLAB | 08551 | 684.000 |
684.000 |
$40.000 |
SQYD | 0.1 |
| 2735 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2740 | PARTIAL DEPTH PATCHING | 24094EC | 8.100 |
8.100 |
$2,500.000 |
CUYD | 0.1 |
| 2745 | BRIDGE CLEANING 053B00068 | 24981EC | 1.000 |
1.000 |
$10,500.000 |
LS | 0.0 |
| 8001 | ARMORED EDGE FOR CONCRETE Armored Edge for b68 | 03299 | 0.000 |
60.000 |
$500.000 |
LF | 0.0 |
Category Total $234,473.60 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0022 | CATEGORY Description | BRIDGE - KY94 OVER I69 - 053B00050 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2750 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2755 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2760 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 2765 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,730.000 |
2,730.000 |
$0.200 |
LF | 0.0 |
| 2770 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,365.000 |
1,365.000 |
$0.100 |
LF | 0.0 |
| 2775 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,365.000 |
1,365.000 |
$0.100 |
LF | 0.0 |
| 2780 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2785 | REPAIR ALUMINUM RAIL | 24522EC | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 2790 | BRIDGE CLEANING 053B00050 | 24981EC | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
Category Total $28,919.00 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0023 | CATEGORY Description | BRIDGE - KY1529 OVER I69 - 053B00056 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2795 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2800 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2805 | EXPAN JOINT REPLACE 4 IN | 03298 | 52.600 |
52.600 |
$995.000 |
LF | 0.2 |
| 2810 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 2815 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,680.000 |
2,680.000 |
$2.000 |
LF | 0.0 |
| 2820 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,340.000 |
1,340.000 |
$1.000 |
LF | 0.0 |
| 2825 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,340.000 |
1,340.000 |
$1.000 |
LF | 0.0 |
| 2830 | EPOXY SAND SLURRY | 08504 | 151.200 |
151.200 |
$24.000 |
SQYD | 0.0 |
| 2835 | CONC CLASS M FULL DEPTH PATCH | 08526 | 5.000 |
5.000 |
$1,250.000 |
CUYD | 0.0 |
| 2840 | CONCRETE OVERLAY-LATEX | 08534 | 20.500 |
20.500 |
$2,500.000 |
CUYD | 0.2 |
| 2845 | BLAST CLEANING | 08549 | 741.000 |
741.000 |
$16.000 |
SQYD | 0.0 |
| 2850 | MACHINE PREP OF SLAB | 08551 | 590.000 |
590.000 |
$40.000 |
SQYD | 0.1 |
| 2855 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2860 | PARTIAL DEPTH PATCHING | 24094EC | 7.000 |
7.000 |
$2,000.000 |
CUYD | 0.0 |
| 2865 | REPAIR EROSION AT ABUTMENTS | 24522EC | 1.000 |
1.000 |
$16,000.000 |
LS | 0.0 |
| 2870 | BRIDGE CLEANING 053B00056 | 24981EC | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 8002 | ARMORED EDGE FOR CONCRETE Armored edge for b56 | 03299 | 0.000 |
52.600 |
$500.000 |
LF | 0.0 |
Category Total $220,961.80 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0024 | CATEGORY Description | BRIDGE - KY1283 OVER I69 - 053B00102 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2875 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2880 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2885 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 2890 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,810.000 |
2,810.000 |
$0.200 |
LF | 0.0 |
| 2895 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,405.000 |
1,405.000 |
$0.100 |
LF | 0.0 |
| 2900 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,405.000 |
1,405.000 |
$0.100 |
LF | 0.0 |
| 2905 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2910 | BRIDGE CLEANING 053B00102 | 24981EC | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
Category Total $19,943.00 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0025 | CATEGORY Description | BRIDGE - KY 1763 OVER I69 - 042B00171 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2915 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 2920 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 2925 | EXPAN JOINT REPLACE 4 IN | 03298 | 55.000 |
55.000 |
$995.000 |
LF | 0.2 |
| 2930 | ARMORED EDGE FOR CONCRETE | 03299 | 55.000 |
55.000 |
$500.000 |
LF | 0.1 |
| 2935 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 2940 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,350.000 |
1,350.000 |
$1.000 |
LF | 0.0 |
| 2945 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,350.000 |
1,350.000 |
$1.000 |
LF | 0.0 |
| 2950 | EPOXY SAND SLURRY | 08504 | 155.700 |
155.700 |
$24.000 |
SQYD | 0.0 |
| 2955 | CONC CLASS M FULL DEPTH PATCH | 08526 | 5.000 |
5.000 |
$2,100.000 |
CUYD | 0.0 |
| 2960 | CONCRETE OVERLAY-LATEX | 08534 | 21.100 |
21.100 |
$2,500.000 |
CUYD | 0.2 |
| 2965 | BLAST CLEANING | 08549 | 763.000 |
763.000 |
$16.000 |
SQYD | 0.0 |
| 2970 | MACHINE PREP OF SLAB | 08551 | 607.000 |
607.000 |
$40.000 |
SQYD | 0.1 |
| 2975 | CONCRETE PATCHING REPAIR | 22146EN | 12.000 |
12.000 |
$400.000 |
SQFT | 0.0 |
| 2980 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2985 | PARTIAL DEPTH PATCHING | 24094EC | 8.400 |
8.400 |
$2,000.000 |
CUYD | 0.0 |
| 2990 | BRIDGE CLEANING 042B00171 | 24981EC | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
Category Total $243,999.80 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0026 | CATEGORY Description | BRIDGE - GRISSOM RD OVER I69 - 042B000172 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2995 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 3000 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 3005 | EXPAN JOINT REPLACE 4 IN | 03298 | 63.500 |
63.500 |
$995.000 |
LF | 0.2 |
| 3010 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 3015 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,690.000 |
2,690.000 |
$2.000 |
LF | 0.0 |
| 3020 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,345.000 |
1,345.000 |
$1.000 |
LF | 0.0 |
| 3025 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,345.000 |
1,345.000 |
$1.000 |
LF | 0.0 |
| 3030 | CONCRETE PATCHING REPAIR | 22146EN | 5.000 |
5.000 |
$400.000 |
SQFT | 0.0 |
| 3035 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3040 | PARTIAL DEPTH PATCHING | 24094EC | 8.200 |
8.200 |
$2,250.000 |
CUYD | 0.1 |
Category Total $117,702.50 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0027 | CATEGORY Description | BRIDGE - KY944 OVER I69 - 042B00180 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3045 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 3050 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 3055 | EXPAN JOINT REPLACE 4 IN | 03298 | 58.800 |
58.800 |
$995.000 |
LF | 0.2 |
| 3060 | ARMORED EDGE FOR CONCRETE | 03299 | 58.800 |
58.800 |
$500.000 |
LF | 0.1 |
| 3065 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 3070 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,730.000 |
2,730.000 |
$2.000 |
LF | 0.0 |
| 3075 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,365.000 |
1,365.000 |
$1.000 |
LF | 0.0 |
| 3080 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,365.000 |
1,365.000 |
$1.000 |
LF | 0.0 |
| 3085 | CONCRETE PATCHING REPAIR | 22146EN | 64.000 |
64.000 |
$210.000 |
SQFT | 0.0 |
| 3090 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3095 | PARTIAL DEPTH PATCHING | 24094EC | 9.100 |
9.100 |
$1,500.000 |
CUYD | 0.0 |
Category Total $149,186.00 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0028 | CATEGORY Description | BRIDGE - TATER/LATER HILL RD OVER I69 - 042B00175 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3100 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 3105 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 3110 | EXPAN JOINT REPLACE 4 IN | 03298 | 52.900 |
52.900 |
$995.000 |
LF | 0.2 |
| 3115 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 3120 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,340.000 |
1,340.000 |
$1.000 |
LF | 0.0 |
| 3125 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,340.000 |
1,340.000 |
$1.000 |
LF | 0.0 |
| 3130 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3135 | PARTIAL DEPTH PATCHING | 24094EC | 6.900 |
6.900 |
$1,500.000 |
CUYD | 0.0 |
| 3140 | BRIDGE CLEANING 042B00175 | 24981EC | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
Category Total $99,665.50 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0029 | CATEGORY Description | BRIDGE - KY58 OVER I69 - 042B00096 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3145 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 3150 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 3155 | EXPAN JOINT REPLACE 4 IN | 03298 | 64.800 |
64.800 |
$995.000 |
LF | 0.2 |
| 3160 | ARMORED EDGE FOR CONCRETE | 03299 | 64.800 |
64.800 |
$500.000 |
LF | 0.1 |
| 3165 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 3170 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 1,500.000 |
1,500.000 |
$2.000 |
LF | 0.0 |
| 3175 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,370.000 |
1,370.000 |
$1.000 |
LF | 0.0 |
| 3180 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,370.000 |
1,370.000 |
$1.000 |
LF | 0.0 |
| 3185 | EPOXY SAND SLURRY | 08504 | 170.400 |
170.400 |
$24.000 |
SQYD | 0.0 |
| 3190 | CONC CLASS M FULL DEPTH PATCH | 08526 | 5.000 |
5.000 |
$2,100.000 |
CUYD | 0.0 |
| 3195 | CONCRETE OVERLAY-LATEX | 08534 | 24.800 |
24.800 |
$2,500.000 |
CUYD | 0.2 |
| 3200 | BLAST CLEANING | 08549 | 886.000 |
886.000 |
$16.000 |
SQYD | 0.0 |
| 3205 | MACHINE PREP OF SLAB | 08551 | 716.000 |
716.000 |
$40.000 |
SQYD | 0.1 |
| 3210 | CONCRETE PATCHING REPAIR | 22146EN | 20.000 |
20.000 |
$500.000 |
SQFT | 0.0 |
| 3215 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3220 | PARTIAL DEPTH PATCHING | 24094EC | 9.900 |
9.900 |
$2,000.000 |
CUYD | 0.1 |
Category Total $277,821.60 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0030 | CATEGORY Description | BRIDGE - KY1748BW OVER I69 - 042B00128 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3225 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 3230 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 3235 | EXPAN JOINT REPLACE 4 IN | 03298 | 54.400 |
54.400 |
$995.000 |
LF | 0.2 |
| 3240 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 3245 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,095.000 |
2,095.000 |
$2.000 |
LF | 0.0 |
| 3250 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,355.000 |
1,355.000 |
$1.000 |
LF | 0.0 |
| 3255 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,355.000 |
1,355.000 |
$1.000 |
LF | 0.0 |
| 3260 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3265 | PARTIAL DEPTH PATCHING | 24094EC | 7.300 |
7.300 |
$1,500.000 |
CUYD | 0.0 |
| 3270 | BRIDGE CLEANING 042B00128 | 24981EC | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
Category Total $105,978.00 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0031 | CATEGORY Description | SIGNING - FULTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3275 | GMSS GALV STEEL TYPE A | 06400 | 395.000 |
0.000 |
$34.030 |
LB | 0.0 |
| 3280 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,862.000 |
1,862.000 |
$31.270 |
SQFT | 0.2 |
| 3285 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 253.000 |
253.000 |
$30.580 |
SQFT | 0.0 |
| 3290 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 457.000 |
457.000 |
$33.820 |
SQFT | 0.0 |
| 3295 | STEEL POST TYPE 1 | 06410 | 610.000 |
610.000 |
$36.490 |
LF | 0.1 |
| 3300 | STEEL POST TYPE 2 | 06411 | 40.000 |
40.000 |
$17.510 |
LF | 0.0 |
| 3305 | REMOVE SIGN SUPPORT BEAM | 06451 | 12.000 |
12.000 |
$142.380 |
EACH | 0.0 |
| 3310 | CLASS A CONCRETE FOR SIGNS | 06490 | 37.000 |
52.270 |
$871.890 |
CUYD | 0.1 |
| 3315 | ROADWAY CROSS SECTION | 20419ND | 6.000 |
6.000 |
$125.000 |
EACH | 0.0 |
| 3320 | REMOVE SIGN | 21373ND | 35.000 |
35.000 |
$71.190 |
EACH | 0.0 |
| 3325 | GMSS TYPE D | 21596ND | 22.000 |
22.000 |
$513.210 |
EACH | 0.0 |
| 3330 | BARCODE SIGN INVENTORY | 24631EC | 122.000 |
122.000 |
$35.590 |
EACH | 0.0 |
| 8006 | GMSS GALV STEEL TYPE A | 06400 | 0.000 |
19,011.000 |
$15.000 |
LB | 0.0 |
Category Total $170,661.11 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0032 | CATEGORY Description | SIGNING - HICKMAN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3335 | GMSS GALV STEEL TYPE A | 06400 | 144.000 |
0.000 |
$34.030 |
LB | 0.0 |
| 3340 | SBM ALUMINUM PANEL SIGNS | 06405 | 448.000 |
448.000 |
$31.270 |
SQFT | 0.0 |
| 3345 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 20.000 |
20.000 |
$30.580 |
SQFT | 0.0 |
| 3350 | STEEL POST TYPE 2 | 06411 | 100.000 |
100.000 |
$17.510 |
LF | 0.0 |
| 3355 | REMOVE SIGN SUPPORT BEAM | 06451 | 4.000 |
4.000 |
$142.380 |
EACH | 0.0 |
| 3360 | CLASS A CONCRETE FOR SIGNS | 06490 | 11.000 |
14.160 |
$871.890 |
CUYD | 0.0 |
| 3365 | ROADWAY CROSS SECTION | 20419ND | 2.000 |
2.000 |
$125.000 |
EACH | 0.0 |
| 3370 | REMOVE SIGN | 21373ND | 12.000 |
12.000 |
$71.190 |
EACH | 0.0 |
| 3375 | BARCODE SIGN INVENTORY | 24631EC | 10.000 |
10.000 |
$35.590 |
EACH | 0.0 |
| 8007 | GMSS GALV STEEL TYPE A | 06400 | 0.000 |
3,784.000 |
$15.000 |
LB | 0.0 |
Category Total $32,892.37 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0036 | CATEGORY Description | INTELLIGENT TRANSPORTATION SYSTEMS - FULTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3575 | CONDUIT-3 IN | 04797 | 120.000 |
120.000 |
$40.590 |
LF | 0.0 |
| 3580 | TRENCHING AND BACKFILLING | 04820 | 1,140.000 |
1,140.000 |
$5.000 |
LF | 0.0 |
| 3585 | SITE PREPARATION KY307 | 20257NC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3590 | SITE PREPARATION US51 | 20257NC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3595 | WINCH LOWERING TOOL | 21058ND | 2.000 |
2.000 |
$6,500.000 |
EACH | 0.0 |
| 3600 | MODEL 336 ENCLOSURE | 21066ND | 2.000 |
2.000 |
$10,000.000 |
EACH | 0.1 |
| 3605 | DATA SURGE DEVICE | 21071ND | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 3610 | TRANSFORMER 480/120 | 21079ND | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 3615 | RACK MOUNTED UPS | 21489ND | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 3620 | BORE AND JACK CONDUIT | 21543EN | 120.000 |
120.000 |
$25.000 |
LF | 0.0 |
| 3625 | WEB CAMERA ASSEMBLY | 22403NN | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 3630 | COMMUNICATION CABLE | 23150NN | 120.000 |
120.000 |
$1.000 |
LF | 0.0 |
| 3635 | POLE WITH LOWERING DEVICE | 23151NN | 2.000 |
2.000 |
$37,000.000 |
EACH | 0.2 |
| 3640 | TRAFFIC SIGNAL POLE BASE | 23157EN | 10.000 |
10.000 |
$500.000 |
CUYD | 0.0 |
| 3645 | ADVANCED GROUNDING SYSTEM | 23944EC | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 3650 | CABLE-NO. 10/3C DUCTED | 24851EC | 1,260.000 |
1,260.000 |
$4.750 |
LF | 0.0 |
Category Total $169,675.80 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0033 | CATEGORY Description | SIGNING - GRAVES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3380 | GMSS GALV STEEL TYPE A | 06400 | 347.000 |
0.000 |
$34.030 |
LB | 0.0 |
| 3385 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,528.000 |
1,528.000 |
$31.270 |
SQFT | 0.1 |
| 3390 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 470.000 |
470.000 |
$30.580 |
SQFT | 0.0 |
| 3395 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 192.000 |
192.000 |
$33.820 |
SQFT | 0.0 |
| 3400 | STEEL POST TYPE 1 | 06410 | 180.000 |
180.000 |
$36.490 |
LF | 0.0 |
| 3405 | STEEL POST TYPE 2 | 06411 | 240.000 |
240.000 |
$17.510 |
LF | 0.0 |
| 3410 | REMOVE SIGN SUPPORT BEAM | 06451 | 12.000 |
12.000 |
$142.380 |
EACH | 0.0 |
| 3415 | CLASS A CONCRETE FOR SIGNS | 06490 | 33.000 |
55.920 |
$871.890 |
CUYD | 0.1 |
| 3420 | REMOVE & RELOCATE SIGNS | 20418ED | 2.000 |
2.000 |
$505.760 |
EACH | 0.0 |
| 3425 | ROADWAY CROSS SECTION | 20419ND | 6.000 |
6.000 |
$125.000 |
EACH | 0.0 |
| 3430 | REMOVE SIGN | 21373ND | 35.000 |
35.000 |
$71.190 |
EACH | 0.0 |
| 3435 | GMSS TYPE D | 21596ND | 12.000 |
12.000 |
$513.210 |
EACH | 0.0 |
| 3440 | BARCODE SIGN INVENTORY | 24631EC | 124.000 |
124.000 |
$35.590 |
EACH | 0.0 |
| 8008 | GMSS GALV STEEL TYPE A | 06400 | 0.000 |
17,084.000 |
$15.000 |
LB | 0.0 |
Category Total $136,531.39 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0034 | CATEGORY Description | LIGHTING - FULTON |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3445 | POLE 120 FT MTG HT HIGH MAST | 04714 | 2.000 |
2.000 |
$55,000.000 |
EACH | 0.3 |
| 3450 | CONDUIT-3 IN | 04797 | 946.000 |
946.000 |
$40.590 |
LF | 0.1 |
| 3455 | MARKER | 04800 | 7.000 |
7.000 |
$250.000 |
EACH | 0.0 |
| 3460 | TRENCHING AND BACKFILLING | 04820 | 3,719.000 |
3,719.000 |
$5.000 |
LF | 0.1 |
| 3465 | REMOVE LIGHTING KY307 | 04940 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 3470 | REMOVE LIGHTING US51 | 04940 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 3475 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 7.000 |
7.000 |
$1,150.000 |
EACH | 0.0 |
| 3480 | MAINTAIN LIGHTING KY307 | 20410ED | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 3485 | MAINTAIN LIGHTING US51 | 20410ED | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 3490 | BORE AND JACK CONDUIT | 21543EN | 946.000 |
946.000 |
$25.000 |
LF | 0.1 |
| 3495 | POLE BASE-HIGH MAST | 23161EN | 36.000 |
36.000 |
$500.000 |
CUYD | 0.1 |
| 3500 | HIGH MAST LED LUMINAIRE | 24749EC | 77.000 |
77.000 |
$2,600.000 |
EACH | 0.6 |
| 3505 | CABLE-NO. 10/3C DUCTED | 24851EC | 4,380.000 |
4,380.000 |
$4.750 |
LF | 0.1 |
Category Total $452,448.14 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0035 | CATEGORY Description | LIGHTING - GRAVES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3510 | POLE 120 FT MTG HT HIGH MAST | 04714 | 9.000 |
9.000 |
$55,000.000 |
EACH | 1.5 |
| 3515 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$24,000.000 |
EACH | 0.1 |
| 3520 | CONDUIT-3 IN | 04797 | 1,136.000 |
1,136.000 |
$40.590 |
LF | 0.1 |
| 3525 | MARKER | 04800 | 20.000 |
20.000 |
$250.000 |
EACH | 0.0 |
| 3530 | TRENCHING AND BACKFILLING | 04820 | 6,812.000 |
6,812.000 |
$5.000 |
LF | 0.1 |
| 3535 | REMOVE LIGHTING KY339 | 04940 | 1.000 |
1.000 |
$24,000.000 |
LS | 0.1 |
| 3540 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 4.000 |
4.000 |
$1,150.000 |
EACH | 0.0 |
| 3545 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | 8.000 |
8.000 |
$1,600.000 |
EACH | 0.0 |
| 3550 | MAINTAIN LIGHTING KY339 | 20410ED | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 3555 | BORE AND JACK CONDUIT | 21543EN | 1,136.000 |
1,136.000 |
$25.000 |
LF | 0.1 |
| 3560 | POLE BASE-HIGH MAST | 23161EN | 84.800 |
84.800 |
$500.000 |
CUYD | 0.1 |
| 3565 | HIGH MAST LED LUMINAIRE | 24749EC | 52.000 |
52.000 |
$2,600.000 |
EACH | 0.4 |
| 3570 | CABLE-NO. 10/3C DUCTED | 24851EC | 13,564.000 |
13,564.000 |
$4.750 |
LF | 0.2 |
Category Total $918,499.24 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0037 | CATEGORY Description | INTELLIGENT TRANSPORTATION SYSTEMS - GRAVES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3655 | CONDUIT-3 IN | 04797 | 135.000 |
135.000 |
$40.590 |
LF | 0.0 |
| 3660 | MARKER | 04800 | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 3665 | TRENCHING AND BACKFILLING | 04820 | 675.000 |
675.000 |
$5.000 |
LF | 0.0 |
| 3670 | SITE PREPARATION KY339 | 20257NC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 3675 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
| 3680 | WINCH LOWERING TOOL | 21058ND | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.0 |
| 3685 | MODEL 336 ENCLOSURE | 21066ND | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.0 |
| 3690 | DATA SURGE DEVICE | 21071ND | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 3695 | TRANSFORMER 480/120 | 21079ND | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 3700 | RACK MOUNTED UPS | 21489ND | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 3705 | BORE AND JACK CONDUIT | 21543EN | 135.000 |
135.000 |
$25.000 |
LF | 0.0 |
| 3710 | WEB CAMERA ASSEMBLY | 22403NN | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 3715 | COMMUNICATION CABLE | 23150NN | 60.000 |
60.000 |
$1.000 |
LF | 0.0 |
| 3720 | POLE WITH LOWERING DEVICE | 23151NN | 1.000 |
1.000 |
$37,000.000 |
EACH | 0.1 |
| 3725 | TRAFFIC SIGNAL POLE BASE | 23157EN | 5.000 |
5.000 |
$500.000 |
CUYD | 0.0 |
| 3730 | ADVANCED GROUNDING SYSTEM | 23944EC | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 3735 | CABLE-NO. 10/3C DUCTED | 24851EC | 810.000 |
810.000 |
$4.750 |
LF | 0.0 |
Category Total $93,787.15 |
| SM- Project | DE12190032237 | CATEGORY NUMBER | 0038 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3740 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$790,499.990 |
LS | 2.3 |
| 3745 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$257,500.000 |
LS | 0.8 |
Category Total $1,047,999.99 |