|
Item List 151242 |
Date:11/10/2023 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 151242 | Primary Project Number | DE08114481542 |
| Contract Description | EAST MAPLE LEAF ROAD (KY 1448) | ||
| Primary County | MASON | Fed/St Number | FD04 SPP 081 1448 005-007 |
| Vendor ID | 00117 | Vendor Name | EATON ASPHALT PAVING CO INC |
| Bid Amount | $ 6,045,100.00 | ||
| SM- Project | DE08114481542 |
| Fed/State Number | FD04 SPP 081 1448 005-007 |
| Project Description | EAST MAPLE LEAF ROAD (KY 1448) |
| *********** |
| SM- Project | DE08114481542 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | DGA BASE | 00001 | 2,685.000 |
2,685.000 |
$23.000 |
TON | 1.0 |
| 0010 | CRUSHED STONE BASE | 00003 | 16,585.000 |
16,585.000 |
$18.000 |
TON | 4.9 |
| 0015 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | 27,750.000 |
27,750.000 |
$17.000 |
TON | 7.8 |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | 10.000 |
10.000 |
$225.000 |
TON | 0.0 |
| 0025 | ASPHALT SEAL COAT | 00103 | 2.000 |
2.000 |
$825.000 |
TON | 0.0 |
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | 56.000 |
56.000 |
$112.000 |
TON | 0.1 |
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 24,698.000 |
24,698.000 |
$49.000 |
TON | 20.0 |
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,701.000 |
2,701.000 |
$68.000 |
TON | 3.0 |
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,343.000 |
1,343.000 |
$78.000 |
TON | 1.7 |
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 2,757.000 |
2,757.000 |
$76.000 |
TON | 3.5 |
| 0055 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 1,312.000 |
1,312.000 |
$74.000 |
SQYD | 1.6 |
| 0060 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 26.000 |
26.000 |
$160.000 |
TON | 0.1 |
Category Total $2,652,111.00 |
| SM- Project | DE08114481542 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0070 | REMOVE PIPE (REVISED: 8-20-15) | 01310 | 52.000 |
52.000 |
$35.000 |
LF | 0.0 |
| 0075 | REMOVE DROP BOX INLET | 01585 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0080 | STANDARD CURB AND GUTTER | 01810 | 14,261.000 |
14,261.000 |
$18.000 |
LF | 4.2 |
| 0085 | LIP CURB AND GUTTER | 01820 | 216.000 |
216.000 |
$24.000 |
LF | 0.1 |
| 0090 | LIP CURB AND GUTTER MOD | 01821 | 277.000 |
277.000 |
$23.000 |
LF | 0.1 |
| 0095 | STANDARD HEADER CURB | 01875 | 581.000 |
581.000 |
$15.000 |
LF | 0.1 |
| 0100 | BARRIER HEADER CURB | 01880 | 32.000 |
32.000 |
$45.000 |
LF | 0.0 |
| 0105 | REMOVE CURB | 01904 | 191.000 |
191.000 |
$1.000 |
LF | 0.0 |
| 0110 | MOUNTABLE MEDIAN TYPE 2A | 01946 | 70.000 |
70.000 |
$73.000 |
SQYD | 0.1 |
| 0115 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 82.000 |
82.000 |
$7.000 |
EACH | 0.0 |
| 0120 | DELINEATOR FOR BARRIER - WHITE | 01984 | 43.000 |
43.000 |
$9.000 |
EACH | 0.0 |
| 0125 | RELOCATE TEMP CONC BARRIER | 02003 | 800.000 |
800.000 |
$4.000 |
LF | 0.1 |
| 0130 | REMOVE PAVEMENT | 02091 | 92.000 |
92.000 |
$10.000 |
SQYD | 0.0 |
| 0135 | TEMP DITCH | 02159 | 4,173.000 |
4,173.000 |
$0.500 |
LF | 0.0 |
| 0140 | ROADWAY EXCAVATION | 02200 | 101,118.000 |
103,025.000 |
$4.400 |
CUYD | 7.4 |
| 0145 | GRANULAR EMBANKMENT | 02223 | 243.000 |
243.000 |
$50.000 |
CUYD | 0.2 |
| 0150 | WATER | 02242 | 3.380 |
3.380 |
$1.000 |
MGAL | 0.0 |
| 0155 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,393.750 |
2,393.750 |
$17.000 |
LF | 0.7 |
| 0160 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$44.000 |
EACH | 0.0 |
| 0165 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 6.000 |
6.000 |
$2,500.000 |
EACH | 0.2 |
| 0170 | REMOVE GUARDRAIL | 02381 | 1,064.000 |
1,064.000 |
$1.000 |
LF | 0.0 |
| 0175 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
6.000 |
$1,900.000 |
EACH | 0.2 |
| 0180 | TEMP GUARDRAIL | 02397 | 2,100.000 |
2,100.000 |
$5.000 |
LF | 0.2 |
| 0185 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 138.000 |
138.000 |
$99.000 |
EACH | 0.2 |
| 0190 | WITNESS POST | 02432 | 3.000 |
3.000 |
$800.000 |
EACH | 0.0 |
| 0195 | CHANNEL LINING CLASS II (REVISED: 8-20-15) | 02483 | 1,056.000 |
1,056.000 |
$36.000 |
TON | 0.6 |
| 0200 | CHANNEL LINING CLASS III | 02484 | 299.000 |
299.000 |
$48.000 |
TON | 0.2 |
| 0205 | CLEARING AND GRUBBING (APPROXIMATELY 34 ACRES) | 02545 | 1.000 |
1.000 |
$55,540.000 |
LS | 0.9 |
| 0210 | CONCRETE-CLASS B | 02555 | 142.600 |
142.600 |
$500.000 |
CUYD | 1.2 |
| 0215 | TEMPORARY SIGNS | 02562 | 782.500 |
782.500 |
$8.000 |
SQFT | 0.1 |
| 0220 | EDGE KEY | 02585 | 373.000 |
373.000 |
$30.000 |
LF | 0.2 |
| 0225 | FABRIC-GEOTEXTILE TYPE I | 02596 | 810.000 |
810.000 |
$2.000 |
SQYD | 0.0 |
| 0230 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 80,437.000 |
80,437.000 |
$1.500 |
SQYD | 2.0 |
| 0235 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 20,221.000 |
20,221.000 |
$2.000 |
SQYD | 0.7 |
| 0240 | HANDRAIL-TYPE A-1 | 02611 | 1,874.000 |
1,874.000 |
$65.000 |
LF | 2.0 |
| 0245 | REMOVE HEADWALL (REVISED: 8-20-15) | 02625 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$90,000.000 |
LS | 1.5 |
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$7,000.000 |
EACH | 0.2 |
| 0260 | SAFELOADING | 02690 | 8.300 |
8.300 |
$150.000 |
CUYD | 0.0 |
| 0265 | TEMP SILT FENCE | 02701 | 4,173.000 |
4,173.000 |
$2.000 |
LF | 0.1 |
| 0270 | SILT TRAP TYPE A | 02703 | 34.000 |
34.000 |
$1.000 |
EACH | 0.0 |
| 0275 | SILT TRAP TYPE B | 02704 | 34.000 |
34.000 |
$1.000 |
EACH | 0.0 |
| 0280 | SILT TRAP TYPE C | 02705 | 34.000 |
34.000 |
$1.000 |
EACH | 0.0 |
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | 204.000 |
204.000 |
$1.000 |
EACH | 0.0 |
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | 204.000 |
204.000 |
$1.000 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | 204.000 |
204.000 |
$1.000 |
EACH | 0.0 |
| 0300 | CLEAN TEMP SILT FENCE | 02709 | 2,000.000 |
2,000.000 |
$0.010 |
LF | 0.0 |
| 0305 | SIDEWALK-4 IN CONCRETE | 02720 | 443.000 |
443.000 |
$50.000 |
SQYD | 0.4 |
| 0310 | STAKING | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 1.2 |
| 0315 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.1 |
| 0320 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 2,000.000 |
480.000 |
$20.000 |
LF | 0.7 |
| 0325 | EROSION CONTROL BLANKET | 05950 | 4,263.000 |
4,263.000 |
$1.000 |
SQYD | 0.1 |
| 0330 | TEMP MULCH | 05952 | 163,650.000 |
163,650.000 |
$0.150 |
SQYD | 0.4 |
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | 16,365.000 |
16,365.000 |
$0.190 |
SQYD | 0.1 |
| 0340 | FERTILIZER 10-20-20 | 05960 | 8.500 |
8.500 |
$1.000 |
TON | 0.0 |
| 0345 | INITIAL FERTILIZER | 05963 | 5.100 |
5.100 |
$900.000 |
TON | 0.1 |
| 0350 | SEEDING AND PROTECTION | 05985 | 163,650.000 |
163,650.000 |
$0.360 |
SQYD | 1.0 |
| 0355 | SODDING | 05990 | 532.000 |
532.000 |
$6.000 |
SQYD | 0.1 |
| 0360 | AGRICULTURAL LIMESTONE | 05992 | 102.000 |
102.000 |
$50.000 |
TON | 0.1 |
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 33,384.000 |
33,384.000 |
$0.120 |
LF | 0.1 |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 23,865.000 |
23,865.000 |
$0.170 |
LF | 0.1 |
| 0375 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 182.000 |
182.000 |
$4.500 |
LF | 0.0 |
| 0380 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 284.000 |
284.000 |
$9.000 |
LF | 0.0 |
| 0385 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 2,091.000 |
2,091.000 |
$4.500 |
SQFT | 0.2 |
| 0390 | PAVE MARKING-THERMO CURV ARROW | 06574 | 24.000 |
24.000 |
$80.000 |
EACH | 0.0 |
| 0395 | STRUCTURE EXCAVATION-COMMON | 08001 | 296.000 |
296.000 |
$20.000 |
CUYD | 0.1 |
| 0400 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 4.000 |
2.000 |
$5,000.000 |
EACH | 0.3 |
| 0405 | FUEL ADJUSTMENT | 10020NS | 94,373.000 |
94,373.000 |
$1.000 |
DOLL | 1.6 |
| 0410 | ASPHALT ADJUSTMENT | 10030NS | 123,375.000 |
123,375.000 |
$1.000 |
DOLL | 2.0 |
| 0415 | SAWCUT PAVEMENT | 20550ND | 7,885.000 |
7,885.000 |
$1.000 |
LF | 0.1 |
| 0420 | LONGITUDINAL EDGE KEY | 21289ED | 1,165.000 |
1,165.000 |
$6.000 |
LF | 0.1 |
| 0425 | REM AND DISPOSE OF ASBESTOS CEMENT PIPE | 23017EN | 500.000 |
500.000 |
$24.000 |
LF | 0.2 |
| 0430 | STRIPING REMOVAL | 23139EN | 33,400.000 |
33,400.000 |
$0.300 |
LF | 0.2 |
| 0435 | DETECTABLE WARNINGS | 23158ES505 | 424.000 |
424.000 |
$33.000 |
SQFT | 0.2 |
| 0440 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 3,575.000 |
3,575.000 |
$5.000 |
SQYD | 0.3 |
| 0445 | REMOVE AND RESET CRASH CUSHION | 23624EC | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.1 |
| 0450 | PIPELINE INSPECTION (REVISED: 8-17-12) | 24814EC | 7,406.000 |
7,406.000 |
$6.000 |
LF | 0.7 |
| 8000 | INLAID PAVEMENT MARKER | 24489EC | 0.000 |
401.000 |
$46.000 |
EACH | 0.0 |
| 8001 | PAVE MARKING-THERMO COMB ARROW | 06575 | 0.000 |
2.000 |
$160.000 |
EACH | 0.0 |
| 8002 | MAINTAIN & CONTROL TRAFFIC - INLAID PAVEMENT MARKERS | 02650 | 0.000 |
1.000 |
$2,700.000 |
LS | 0.0 |
| 8004 | RIGHT-OF-WAY MOWING | 02167 | 0.000 |
13.500 |
$95.000 |
ACRE | 0.0 |
| 8005 | MOBILIZATION - MOWING | 02568 | 0.000 |
1.000 |
$790.000 |
LS | 0.0 |
| 8006 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 0.000 |
300.000 |
$32.450 |
LF | 0.0 |
| 8007 | CRASH CUSHION TYPE IX-A | 02365 | 0.000 |
2.000 |
$6,193.270 |
EACH | 0.0 |
Category Total $2,073,839.31 |
| SM- Project | DE08114481542 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0455 | ENTRANCE PIPE-15 IN | 00440 | 447.000 |
447.000 |
$33.000 |
LF | 0.2 |
| 0460 | ENTRANCE PIPE-18 IN | 00441 | 46.000 |
46.000 |
$38.000 |
LF | 0.0 |
| 0465 | ENTRANCE PIPE-24 IN | 00443 | 74.000 |
74.000 |
$48.000 |
LF | 0.1 |
| 0470 | ENTRANCE PIPE-24 IN EQUIV | 00452 | 52.000 |
52.000 |
$98.000 |
LF | 0.1 |
| 0475 | CULVERT PIPE-15 IN | 00461 | 307.000 |
307.000 |
$43.000 |
LF | 0.2 |
| 0480 | CULVERT PIPE-18 IN (REVISED: 8-20-15) | 00462 | 225.000 |
225.000 |
$111.000 |
LF | 0.4 |
| 0485 | CULVERT PIPE-24 IN | 00464 | 56.000 |
56.000 |
$74.000 |
LF | 0.1 |
| 0490 | CULVERT PIPE-36 IN (REVISED: 8-20-15) | 00468 | 162.000 |
162.000 |
$160.000 |
LF | 0.4 |
| 0495 | STORM SEWER PIPE-12 IN | 00520 | 26.000 |
26.000 |
$49.000 |
LF | 0.0 |
| 0500 | STORM SEWER PIPE-15 IN | 00521 | 2,785.000 |
2,785.000 |
$36.000 |
LF | 1.7 |
| 0505 | STORM SEWER PIPE-18 IN | 00522 | 3,354.000 |
3,354.000 |
$39.000 |
LF | 2.2 |
| 0510 | STORM SEWER PIPE-24 IN | 00524 | 284.000 |
284.000 |
$95.000 |
LF | 0.4 |
| 0515 | STORM SEWER PIPE-30 IN | 00526 | 75.000 |
75.000 |
$100.000 |
LF | 0.1 |
| 0520 | PIPE CULVERT HEADWALL-15 IN | 01202 | 6.000 |
6.000 |
$970.000 |
EACH | 0.1 |
| 0525 | PIPE CULVERT HEADWALL-18 IN (REVISED: 8-20-15) | 01204 | 13.000 |
13.000 |
$1,200.000 |
EACH | 0.3 |
| 0530 | PIPE CULVERT HEADWALL-30 IN | 01210 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 0535 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0540 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0545 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 6.000 |
6.000 |
$1,900.000 |
EACH | 0.2 |
| 0550 | S & F BOX INLET-OUTLET-18 IN | 01450 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0555 | S & F BOX INLET-OUTLET-24 IN | 01451 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0560 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$4,900.000 |
EACH | 0.2 |
| 0565 | CURB BOX INLET TYPE A | 01456 | 45.000 |
45.000 |
$4,500.000 |
EACH | 3.3 |
| 0570 | CURB BOX INLET TYPE B | 01480 | 7.000 |
7.000 |
$4,300.000 |
EACH | 0.5 |
| 0575 | CURB BOX INLET TYPE F | 01487 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 0580 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 0585 | DROP BOX INLET TYPE 3 | 01496 | 6.000 |
6.000 |
$3,000.000 |
EACH | 0.3 |
| 0590 | DROP BOX INLET TYPE 5D | 01511 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.2 |
| 0595 | DROP BOX INLET TYPE 5E | 01514 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0600 | DROP BOX INLET TYPE 12A | 01550 | 28.000 |
28.000 |
$400.000 |
LF | 0.2 |
| 0605 | DROP BOX INLET TYPE 14 | 01577 | 4.000 |
4.000 |
$1,700.000 |
EACH | 0.1 |
| 0610 | DROP BOX INLET TYPE 15 | 01580 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 0615 | JUNCTION BOX-24 IN | 01643 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0620 | JUNCTION BOX-36 IN | 01645 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.1 |
| 0625 | CONCRETE-CLASS A | 08100 | 15.030 |
15.030 |
$500.000 |
CUYD | 0.1 |
| 0630 | DROP BOX INLET TYPE 12A MODIFIED | 23562EC | 60.000 |
60.000 |
$600.000 |
LF | 0.6 |
| 0635 | DRAINAGE JUNCTION BOX TY B | 23952EC | 3.000 |
3.000 |
$2,200.000 |
EACH | 0.1 |
| 8003 | HEADWALL MODIFICATION | 24575ES610 | 0.000 |
40.000 |
$275.000 |
EACH | 0.0 |
Category Total $757,442.00 |
| SM- Project | DE08114481542 | CATEGORY NUMBER | 0004 | CATEGORY Description | DRAINAGE - UNDERDRAIN PIPE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0640 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 6.000 |
6.000 |
$150.000 |
TON | 0.0 |
| 0645 | PERFORATED PIPE-4 IN | 01000 | 396.000 |
396.000 |
$10.000 |
LF | 0.1 |
| 0650 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | 9,235.000 |
9,235.000 |
$5.000 |
LF | 0.8 |
| 0655 | PERFORATED PIPE EDGE DRAIN-6 IN | 01006 | 2,412.000 |
2,412.000 |
$8.000 |
LF | 0.3 |
| 0660 | NON-PERFORATED PIPE-4 IN | 01010 | 626.000 |
626.000 |
$18.000 |
LF | 0.2 |
| 0665 | NON-PERFORATED PIPE-6 IN | 01011 | 51.000 |
51.000 |
$31.000 |
LF | 0.0 |
| 0670 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0675 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 5.000 |
5.000 |
$500.000 |
EACH | 0.0 |
Category Total $86,080.00 |
| SM- Project | DE08114481542 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0680 | CONDUIT-1 1/4 IN | 04793 | 1,982.000 |
1,982.000 |
$10.000 |
LF | 0.3 |
| 0685 | CONDUIT-2 IN | 04795 | 160.000 |
160.000 |
$11.000 |
LF | 0.0 |
| 0690 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | 14.000 |
14.000 |
$700.000 |
EACH | 0.2 |
| 0695 | TRENCHING AND BACKFILLING | 04820 | 2,142.000 |
2,142.000 |
$5.000 |
LF | 0.2 |
| 0700 | LOOP WIRE | 04830 | 3,130.000 |
3,130.000 |
$1.000 |
LF | 0.1 |
| 0705 | CABLE-NO. 14/5C | 04844 | 6,586.000 |
6,586.000 |
$1.500 |
LF | 0.2 |
| 0710 | CABLE-NO. 14/1 PAIR | 04850 | 2,051.000 |
2,051.000 |
$1.500 |
LF | 0.1 |
| 0715 | MESSENGER-10800 LB | 04885 | 1,035.000 |
1,035.000 |
$5.500 |
LF | 0.1 |
| 0720 | LOOP SAW SLOT AND FILL | 04895 | 1,226.000 |
1,226.000 |
$10.000 |
LF | 0.2 |
| 0725 | INSTALL CONTROLLER TYPE 170 | 04931 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.1 |
| 0730 | INSTALL STEEL STRAIN POLE | 04932 | 12.000 |
12.000 |
$1,100.000 |
EACH | 0.2 |
| 0735 | REMOVE SIGNAL EQUIPMENT | 04950 | 2.000 |
2.000 |
$1,300.000 |
EACH | 0.0 |
| 0740 | INSTALL SPAN MOUNTED SIGN | 06472 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 0745 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 36.000 |
36.000 |
$280.000 |
EACH | 0.2 |
| 0750 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 15.000 |
15.000 |
$280.000 |
EACH | 0.1 |
| 0755 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 3.000 |
3.000 |
$280.000 |
EACH | 0.0 |
| 0760 | INSTALL LED BEACON-12 IN | 20408ES835 | 8.000 |
8.000 |
$280.000 |
EACH | 0.0 |
| 0765 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | 2.000 |
2.000 |
$900.000 |
EACH | 0.0 |
| 0770 | TRAFFIC SIGNAL POLE BASE | 23157EN | 56.000 |
56.000 |
$1,100.000 |
CUYD | 1.0 |
| 0775 | ADVANCE WARNING FLASHER | 24525EC | 2.000 |
2.000 |
$3,900.000 |
EACH | 0.1 |
Category Total $188,088.00 |
| SM- Project | DE08114481542 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0780 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$200,013.000 |
LS | 3.3 |
| 0785 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$87,526.690 |
LS | 1.4 |
Category Total $287,539.69 |