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Item List 131071 |
Date:05/25/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 131071 | Primary Project Number | DE10800441371 |
| Contract Description | MT. WASHINGTON-TAYLORSVILLE ROAD(KY-44) | ||
| Primary County | SPENCER | Fed/St Number | JL04 108 0044 007-009 |
| Vendor ID | 00568 | Vendor Name | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. |
| Bid Amount | $ 2,970,518.40 | ||
| SM- Project | DE10800441371 |
| Fed/State Number | JL04 108 0044 007-009 |
| Project Description | MT. WASHINGTON-TAYLORSVILLE ROAD(KY-44) |
| *********** |
| SM- Project | DE10800441371 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 12,412.000 |
11,412.000 |
$20.000 |
TON | 8.4 |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | 52.000 |
52.000 |
$105.000 |
TON | 0.2 |
| 0030 | ASPHALT SEAL COAT | 00103 | 5.000 |
5.000 |
$630.000 |
TON | 0.1 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 580.000 |
1,012.000 |
$80.000 |
TON | 1.6 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,283.000 |
0.000 |
$65.000 |
TON | 2.8 |
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 6,692.000 |
8,110.060 |
$61.000 |
TON | 13.7 |
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 261.000 |
0.000 |
$84.000 |
TON | 0.7 |
| 0080 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 1,087.000 |
1,935.000 |
$86.000 |
TON | 3.1 |
| 8022 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $910,263.00 |
| SM- Project | DE10800441371 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 6,653.000 |
5,470.650 |
$17.000 |
TON | 3.8 |
| 0100 | PERFORATED PIPE-4 IN | 01000 | 486.000 |
286.000 |
$10.000 |
LF | 0.2 |
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | 64.000 |
64.000 |
$19.000 |
LF | 0.0 |
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 3.000 |
3.000 |
$365.000 |
EACH | 0.0 |
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 3.000 |
3.000 |
$515.000 |
EACH | 0.1 |
| 0140 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0150 | ISLAND CURB AND GUTTER | 01825 | 50.000 |
50.000 |
$68.000 |
LF | 0.1 |
| 0160 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 34.000 |
34.000 |
$6.000 |
EACH | 0.0 |
| 0170 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$150.000 |
EACH | 0.1 |
| 0180 | REMOVE PAVEMENT | 02091 | 1,579.000 |
1,579.000 |
$3.000 |
SQYD | 0.2 |
| 0190 | TEMP DITCH | 02159 | 3,984.000 |
3,984.000 |
$0.500 |
LF | 0.1 |
| 0200 | ROADWAY EXCAVATION | 02200 | 188,204.000 |
194,403.200 |
$5.030 |
CUYD | 31.9 |
| 0210 | WATER | 02242 | 151.000 |
151.000 |
$1.000 |
MGAL | 0.0 |
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,662.500 |
2,662.500 |
$15.000 |
LF | 1.3 |
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 7.000 |
7.000 |
$30.000 |
EACH | 0.0 |
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.2 |
| 0250 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0260 | REMOVE GUARDRAIL | 02381 | 725.000 |
3,025.000 |
$4.000 |
LF | 0.1 |
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,900.000 |
EACH | 0.2 |
| 0280 | TEMP GUARDRAIL | 02397 | 637.500 |
637.500 |
$7.000 |
LF | 0.2 |
| 0290 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 27.000 |
27.000 |
$125.000 |
EACH | 0.1 |
| 0300 | WITNESS POST | 02432 | 3.000 |
3.000 |
$65.000 |
EACH | 0.0 |
| 0310 | CHANNEL LINING CLASS IV | 02488 | 411.000 |
411.000 |
$18.000 |
CUYD | 0.2 |
| 0320 | CLEARING AND GRUBBING 17.4 ACRES | 02545 | 1.000 |
1.000 |
$103,500.000 |
LS | 3.5 |
| 0330 | TEMPORARY SIGNS | 02562 | 322.000 |
322.000 |
$6.000 |
SQFT | 0.1 |
| 0340 | EDGE KEY | 02585 | 132.000 |
132.000 |
$12.000 |
LF | 0.1 |
| 0350 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 19,800.000 |
500.000 |
$1.000 |
SQYD | 0.7 |
| 0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 1,980.000 |
1,980.000 |
$2.000 |
SQYD | 0.1 |
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$64,000.000 |
LS | 2.2 |
| 0380 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$5,820.000 |
LS | 0.2 |
| 0390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$6,500.000 |
EACH | 0.4 |
| 0400 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.1 |
| 0410 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 130.000 |
654.960 |
$25.000 |
TON | 0.1 |
| 0420 | SAFELOADING | 02690 | 24.700 |
9.000 |
$175.000 |
CUYD | 0.1 |
| 0430 | TEMP SILT FENCE | 02701 | 3,984.000 |
3,984.000 |
$1.500 |
LF | 0.2 |
| 0440 | SILT TRAP TYPE A | 02703 | 17.000 |
17.000 |
$505.000 |
EACH | 0.3 |
| 0450 | SILT TRAP TYPE B | 02704 | 17.000 |
17.000 |
$210.000 |
EACH | 0.1 |
| 0460 | SILT TRAP TYPE C | 02705 | 17.000 |
0.000 |
$150.000 |
EACH | 0.1 |
| 0470 | CLEAN SILT TRAP TYPE A | 02706 | 52.000 |
52.000 |
$65.000 |
EACH | 0.1 |
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | 52.000 |
52.000 |
$40.000 |
EACH | 0.1 |
| 0490 | CLEAN SILT TRAP TYPE C | 02708 | 52.000 |
0.000 |
$40.000 |
EACH | 0.1 |
| 0500 | CLEAN TEMP SILT FENCE | 02709 | 3,984.000 |
3,984.000 |
$1.000 |
LF | 0.1 |
| 0510 | STAKING | 02726 | 1.000 |
1.000 |
$47,500.000 |
LS | 1.6 |
| 0520 | TUBULAR MARKERS | 03225 | 12.000 |
12.000 |
$33.000 |
EACH | 0.0 |
| 0530 | EROSION CONTROL BLANKET | 05950 | 6,956.000 |
61,475.220 |
$1.040 |
SQYD | 0.2 |
| 0540 | TEMP MULCH | 05952 | 59,864.000 |
27,480.000 |
$0.180 |
SQYD | 0.4 |
| 0550 | TEMP SEEDING AND PROTECTION | 05953 | 8,445.000 |
8,445.000 |
$0.320 |
SQYD | 0.1 |
| 0560 | TOPDRESSING FERTILIZER | 05966 | 3.000 |
3.000 |
$1,140.000 |
TON | 0.1 |
| 0570 | SEEDING AND PROTECTION | 05985 | 59,864.000 |
4,310.490 |
$0.360 |
SQYD | 0.7 |
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989 | 30,600.000 |
30,600.000 |
$0.160 |
SQYD | 0.2 |
| 0590 | SODDING | 05990 | 7,888.000 |
6,600.000 |
$3.180 |
SQYD | 0.8 |
| 0600 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 25,375.000 |
25,375.000 |
$0.150 |
LF | 0.1 |
| 0610 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 18,963.000 |
18,963.000 |
$0.180 |
LF | 0.1 |
| 0620 | FUEL ADJUSTMENT | 10020NS | 23,689.000 |
23,689.000 |
$1.000 |
DOLL | 0.8 |
| 0630 | ASPHALT ADJUSTMENT | 10030NS | 17,928.000 |
17,928.000 |
$1.000 |
DOLL | 0.6 |
| 0640 | SAW CUT | 20430ED | 2,748.000 |
2,748.000 |
$1.500 |
LF | 0.1 |
| 0650 | PIPELINE VIDEO INSPECTION | 23131ER701 | 470.000 |
470.000 |
$2.500 |
LF | 0.0 |
| 0660 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 3,659.000 |
3,659.000 |
$4.850 |
SQYD | 0.6 |
| 0670 | TURF REINFORCEMENT MAT 3 | 23276EN11F | 243.000 |
243.000 |
$11.900 |
SQYD | 0.1 |
| 0680 | R/W MONUMENT TYPE 3 | 24540 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 8003 | COST PLUS WORK Regrading of Driveway after property | 10080NSD | 0.000 |
4,825.170 |
$1.000 |
DOLL | 0.0 |
| 8005 | COST PLUS WORK Placement of Topsoil on Slopes | 10080NSD | 0.000 |
32,325.000 |
$1.000 |
DOLL | 0.0 |
| 8006 | ROADWAY EXCAVATION Relocation and cleaning of Ditchline | 02200 | 0.000 |
2,000.000 |
$8.380 |
CUYD | 0.0 |
| 8007 | REMOVE PAVEMENT Extra Depth in Existing Pavement | 02091 | 0.000 |
1,579.000 |
$2.750 |
SQYD | 0.0 |
| 8008 | ROADWAY EXCAVATION Additional Embankment due to | 02200 | 0.000 |
260.540 |
$5.030 |
CUYD | 0.0 |
| 8009 | ROADWAY EXCAVATION Slide Excavation including Bleeders | 02200 | 0.000 |
6,396.000 |
$29.700 |
CUYD | 0.0 |
| 8010 | CRUSHED AGGREGATE SIZE NO 2 Slide Aggregate including Bleeders | 00078 | 0.000 |
7,983.540 |
$30.000 |
TON | 0.0 |
| 8011 | FABRIC-GEOTEXTILE TYPE IV Slide Fabric including Bleeders | 02599 | 0.000 |
1,663.000 |
$1.480 |
SQYD | 0.0 |
| 8012 | CL3 ASPH SURF 0.38D PG64-22 Slide Repair - Asphalt Surface | 00339 | 0.000 |
173.000 |
$86.000 |
TON | 0.0 |
| 8013 | CL3 ASPH BASE 1.00D PG64-22 Slide Repair - Asphalt Base | 00214 | 0.000 |
56.000 |
$61.000 |
TON | 0.0 |
| 8014 | CRUSHED STONE BASE Slide Repair - Roadway Stone | 00003 | 0.000 |
267.000 |
$20.000 |
TON | 0.0 |
| 8015 | WATERBLAST STRIPE REMOVAL Slide Repair - Existing stipe for traffic switch | 23237EN10W | 0.000 |
1,735.000 |
$0.500 |
LF | 0.0 |
| 8016 | PAVE STRIPING-PERM PAINT-4 IN Slide Repair - New Striping for New Surface | 06514 | 0.000 |
1,735.000 |
$0.180 |
LF | 0.0 |
| 8017 | PAVE STRIPING-TEMP PAINT-4 IN Slide Repair - Temp Striping for Traffic Switch | 06510 | 0.000 |
550.000 |
$0.150 |
LF | 0.0 |
| 8018 | SAW CUT Slide Repair - Cutting Edge of Pavement | 20430ED | 0.000 |
405.000 |
$1.500 |
LF | 0.0 |
| 8019 | EROSION CONTROL BLANKET Slide Repair - ECB for slope | 05950 | 0.000 |
750.000 |
$1.040 |
SQYD | 0.0 |
| 8020 | REMOVE GUARDRAIL Slide Repair - Guardrail Removal | 02381 | 0.000 |
660.000 |
$4.000 |
LF | 0.0 |
| 8021 | GUARDRAIL-STEEL W BEAM-S FACE Slide Repair - Replacement Guardrail | 02351 | 0.000 |
660.000 |
$15.000 |
LF | 0.0 |
| 8023 | MOBILIZATION Slide Repair - Equipment Mobilization | 02568 | 0.000 |
1.000 |
$25,000.000 |
LS | 0.0 |
| 8024 | ASPHALT MILLING AND TEXTURING Slide Repair - Milling for Surface Repairs | 23019EN | 0.000 |
2,516.000 |
$3.190 |
SQYD | 0.0 |
| 8025 | MOBILIZATION FOR MILL & TEXT Slide Repair - Mobilization for Miller | 02676 | 0.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 8026 | MAINTAIN & CONTROL TRAFFIC Slide Repair - Maintenance of Traffic | 02650 | 0.000 |
1.000 |
$4,307.900 |
LS | 0.0 |
| 8027 | TEMP SILT FENCE Slide Repair - Silt fence for erosion control | 02701 | 0.000 |
660.000 |
$1.500 |
LF | 0.0 |
Category Total $1,607,849.10 |
| SM- Project | DE10800441371 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0690 | ENTRANCE PIPE-15 IN | 00440 | 110.000 |
110.000 |
$40.000 |
LF | 0.1 |
| 0700 | ENTRANCE PIPE-18 IN | 00441 | 108.000 |
108.000 |
$50.000 |
LF | 0.2 |
| 0710 | ENTRANCE PIPE-24 IN | 00443 | 93.000 |
93.000 |
$55.000 |
LF | 0.2 |
| 0720 | CULVERT PIPE-18 IN | 00462 | 135.000 |
135.000 |
$50.000 |
LF | 0.2 |
| 0730 | CULVERT PIPE-48 IN | 00470 | 87.000 |
87.000 |
$75.000 |
LF | 0.2 |
| 0740 | CULVERT PIPE-60 IN | 00472 | 144.000 |
144.000 |
$190.000 |
LF | 0.9 |
| 0750 | STORM SEWER PIPE-18 IN | 00522 | 84.000 |
84.000 |
$50.000 |
LF | 0.1 |
| 0760 | STORM SEWER PIPE-24 IN | 00524 | 103.000 |
103.000 |
$60.000 |
LF | 0.2 |
| 0770 | STORM SEWER PIPE-30 IN | 00526 | 12.000 |
12.000 |
$115.000 |
LF | 0.0 |
| 0780 | STORM SEWER PIPE-48 IN | 00530 | 8.000 |
75.000 |
$210.000 |
LF | 0.1 |
| 0790 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,210.000 |
EACH | 0.0 |
| 0800 | PIPE CULVERT HEADWALL-24 IN | 01208 | 1.000 |
1.000 |
$1,725.000 |
EACH | 0.1 |
| 0810 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
2.000 |
$3,575.000 |
EACH | 0.2 |
| 0820 | PIPE CULVERT HEADWALL-60 IN | 01220 | 2.000 |
2.000 |
$5,250.000 |
EACH | 0.4 |
| 0830 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$4,350.000 |
EACH | 0.1 |
| 0840 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
6.000 |
$3,700.000 |
EACH | 0.6 |
| 0850 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$4,400.000 |
EACH | 0.1 |
| 0860 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$7,100.000 |
EACH | 0.2 |
| 0870 | JUNCTION BOX-54 IN | 01648 | 1.000 |
1.000 |
$5,200.000 |
EACH | 0.2 |
| 0880 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.1 |
| 0890 | FRAME AND LID TY 2 | 20478ND | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0900 | BORE AND JACK PIPE-48 IN | 23124EN | 67.000 |
0.000 |
$500.000 |
LF | 1.1 |
| 8000 | MAINTAIN & CONTROL TRAFFIC Traffic Control for open cut pipe installation | 02650 | 0.000 |
1.000 |
$14,430.000 |
LS | 0.0 |
| 8001 | CULVERT PIPE-84 IN ENTRANCE STA 146+00 LT | 00476 | 0.000 |
64.000 |
$966.730 |
LF | 0.0 |
| 8002 | CHANNEL LINING CLASS II Inlet and Outlet end of the new pipe | 02483 | 0.000 |
655.063 |
$28.550 |
TON | 0.0 |
| 8004 | CONCRETE-CLASS A Catch Basin Extension | 08100 | 0.000 |
1.700 |
$2,810.110 |
CUYD | 0.0 |
Category Total $166,825.00 |
| SM- Project | DE10800441371 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE-CULVERT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$1,800.000 |
LS | 0.1 |
| 0920 | CONCRETE-CLASS A | 08100 | 160.000 |
160.000 |
$515.000 |
CUYD | 2.8 |
| 0930 | STEEL REINFORCEMENT | 08150 | 16,304.000 |
16,304.000 |
$0.800 |
LB | 0.4 |
Category Total $97,243.20 |
| SM- Project | DE10800441371 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0940 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 157.500 |
157.500 |
$19.000 |
SQFT | 0.1 |
| 0950 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 8.000 |
8.000 |
$19.000 |
SQFT | 0.0 |
| 0960 | STEEL POST TYPE 1 | 06410 | 167.800 |
167.800 |
$12.000 |
LF | 0.1 |
| 0970 | STEEL POST MILE MARKERS | 06412 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0980 | REMOVE SIGN | 21373ND | 13.000 |
13.000 |
$50.000 |
EACH | 0.0 |
| 0990 | BARCODE SIGN INVENTORY | 24631EC | 33.000 |
33.000 |
$10.000 |
EACH | 0.0 |
Category Total $6,638.10 |
| SM- Project | DE10800441371 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOB AND DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$137,000.000 |
LS | 4.6 |
| 1010 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$44,700.000 |
LS | 1.5 |
Category Total $181,700.00 |