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Item List 121326 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 121326 | Primary Project Number | DE02900611226 |
| Contract Description | BURKESVILLE-COLUMBIA ROAD (KY 61) | ||
| Primary County | CUMBERLAND | Fed/St Number | JL04 029 0061 NEW-LOC |
| Vendor ID | 01947 | Vendor Name | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION |
| Bid Amount | $ 7,564,939.48 | ||
| SM- Project | DE02900611226 |
| Fed/State Number | JL04 029 0061 NEW-LOC |
| Project Description | BURKESVILLE-COLUMBIA ROAD (KY 61) |
| *********** |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1001 | STANDARD CURB AND GUTTER | 01810 | 3,189.000 |
3,189.000 |
$16.770 |
LF | 0.7 |
| 1002 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$30.000 |
LF | 0.0 |
| 1003 | BARRICADE-TYPE III | 02014 | 3.000 |
3.000 |
$225.000 |
EACH | 0.0 |
| 1004 | REMOVE PAVEMENT | 02091 | 2,663.000 |
2,663.000 |
$4.400 |
SQYD | 0.2 |
| 1005 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 617.000 |
617.000 |
$43.680 |
SQYD | 0.4 |
| 1006 | TEMP DITCH | 02159 | 12,665.000 |
12,665.000 |
$0.800 |
LF | 0.1 |
| 1007 | GRANULAR EMBANKMENT | 02223 | 620.000 |
12,419.830 |
$24.640 |
CUYD | 0.2 |
| 1008 | FENCE-8 FT CHAIN LINK | 02275 | 380.000 |
380.000 |
$17.500 |
LF | 0.1 |
| 1009 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | 1.000 |
0.000 |
$2,500.000 |
EACH | 0.0 |
| 1010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 4,025.000 |
4,025.000 |
$15.000 |
LF | 0.8 |
| 1011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 13.000 |
13.000 |
$40.000 |
EACH | 0.0 |
| 1012 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 10.000 |
10.000 |
$2,250.000 |
EACH | 0.3 |
| 1013 | REMOVE GUARDRAIL CON TO BR END | 02372 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1014 | REMOVE GUARDRAIL | 02381 | 787.500 |
787.500 |
$1.750 |
LF | 0.0 |
| 1015 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 7.000 |
7.000 |
$1,750.000 |
EACH | 0.2 |
| 1016 | SEPTIC TANK TREATMENT | 02404 | 4.000 |
4.000 |
$750.000 |
EACH | 0.0 |
| 1017 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 122.000 |
122.000 |
$65.000 |
EACH | 0.1 |
| 1018 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 1.000 |
1.000 |
$65.000 |
EACH | 0.0 |
| 1019 | WITNESS POST | 02432 | 25.000 |
25.000 |
$65.000 |
EACH | 0.0 |
| 1020 | CLEAN SINKHOLE | 02469 | 2.000 |
5.000 |
$4,195.480 |
EACH | 0.1 |
| 1021 | CHANNEL LINING CLASS II | 02483 | 1,903.000 |
1,903.000 |
$15.870 |
TON | 0.4 |
| 1022 | CHANNEL LINING CLASS III | 02484 | 1,023.000 |
1,023.000 |
$16.250 |
TON | 0.2 |
| 1023 | CLEARING AND GRUBBING (59 ACRES) | 02545 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 1024 | SIGNS | 02562 | 750.000 |
750.000 |
$9.000 |
SQFT | 0.1 |
| 1025 | EDGE KEY | 02585 | 103.000 |
103.000 |
$66.000 |
LF | 0.1 |
| 1026 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,087.000 |
2,087.000 |
$1.640 |
SQYD | 0.0 |
| 1027 | FABRIC-GEOTEXTILE TYPE III | 02598 | 15,700.000 |
50,469.000 |
$1.170 |
SQYD | 0.2 |
| 1028 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 339.000 |
339.000 |
$2.000 |
SQYD | 0.0 |
| 1029 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 5,032.000 |
5,032.000 |
$2.000 |
SQYD | 0.1 |
| 1030 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$95,640.000 |
LS | 1.3 |
| 1031 | DIVERSIONS (BY-PASS DETOURS) (#1 SCOTTSFERRY ROAD) | 02651 | 1.000 |
1.000 |
$15,342.000 |
LS | 0.2 |
| 1032 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 1033 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 1034 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 259.000 |
259.000 |
$27.500 |
TON | 0.1 |
| 1035 | SAFELOADING | 02690 | 10.000 |
10.000 |
$250.000 |
CUYD | 0.0 |
| 1036 | TEMP SILT FENCE | 02701 | 12,665.000 |
12,665.000 |
$0.010 |
LF | 0.0 |
| 1037 | SILT TRAP TYPE A | 02703 | 59.000 |
59.000 |
$0.010 |
EACH | 0.0 |
| 1038 | SILT TRAP TYPE B | 02704 | 59.000 |
59.000 |
$0.010 |
EACH | 0.0 |
| 1039 | SILT TRAP TYPE C | 02705 | 59.000 |
59.000 |
$0.010 |
EACH | 0.0 |
| 1040 | CLEAN SILT TRAP TYPE A | 02706 | 177.000 |
177.000 |
$0.010 |
EACH | 0.0 |
| 1041 | CLEAN SILT TRAP TYPE B | 02707 | 177.000 |
177.000 |
$0.010 |
EACH | 0.0 |
| 1042 | CLEAN SILT TRAP TYPE C | 02708 | 177.000 |
177.000 |
$0.010 |
EACH | 0.0 |
| 1043 | CLEAN TEMP SILT FENCE | 02709 | 12,665.000 |
12,665.000 |
$0.010 |
LF | 0.0 |
| 1044 | SIDEWALK-4 IN CONCRETE | 02720 | 1,936.200 |
1,936.200 |
$34.000 |
SQYD | 0.9 |
| 1045 | STAKING | 02726 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 1046 | EROSION CONTROL BLANKET | 05950 | 12,863.000 |
12,863.000 |
$1.000 |
SQYD | 0.2 |
| 1047 | TEMP MULCH | 05952 | 284,979.000 |
284,979.000 |
$0.080 |
SQYD | 0.3 |
| 1048 | TEMP SEEDING AND PROTECTION | 05953 | 284,979.000 |
284,979.000 |
$0.120 |
SQYD | 0.5 |
| 1049 | TOPDRESSING FERTILIZER | 05966 | 6.130 |
6.130 |
$800.000 |
TON | 0.1 |
| 1050 | SEEDING AND PROTECTION | 05985 | 106,741.000 |
106,741.000 |
$0.350 |
SQYD | 0.5 |
| 1051 | SODDING | 05990 | 11,680.000 |
11,680.000 |
$4.000 |
SQYD | 0.6 |
| 1052 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 60,000.000 |
60,000.000 |
$0.150 |
LF | 0.1 |
| 1053 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 61,000.000 |
61,000.000 |
$0.190 |
LF | 0.2 |
| 1054 | CYCLOPEAN STONE RIP RAP | 08019 | 2,087.000 |
0.000 |
$14.260 |
TON | 0.4 |
| 1055 | LONGITUDINAL EDGE KEY | 21289ED | 2,860.000 |
2,860.000 |
$3.000 |
LF | 0.1 |
| 1056 | SAWCUT PAVEMENT | 20550ND | 2,860.000 |
2,860.000 |
$1.500 |
LF | 0.1 |
| 1057 | COHESIVE PILE CORE | 20210EP69 | 439.000 |
439.000 |
$7.280 |
CUYD | 0.0 |
| 1058 | DETECTABLE WARNINGS | 23158ES505 | 120.000 |
120.000 |
$32.000 |
SQFT | 0.1 |
| 1060 | DIVERSIONS (BY-PASS DETOURS) (#2 GARY MORGAN ROAD) | 02651 | 1.000 |
1.000 |
$25,960.000 |
LS | 0.3 |
| 8003 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8005 | COST PLUS WORK Solid Waste Removal @ Sta 115+00 Rt. and 171+80 Lt. | 10080NSD | 0.000 |
14,663.560 |
$1.000 |
DOLL | 0.0 |
| 8006 | HIGH STRENGTH GEOTEXTILE FABRIC | 22861EN | 0.000 |
26,084.000 |
$4.000 |
SQYD | 0.0 |
| 8007 | VALUE ENGINEERING | 10121NX | 0.000 |
98,467.150 |
$1.000 |
DOLL | 0.0 |
| 8011 | CONCRETE-CLASS B | 02555 | 0.000 |
12.000 |
$450.000 |
CUYD | 0.0 |
| 8012 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8013 | CHANNEL LINING CLASS IV | 02488 | 0.000 |
1,648.000 |
$14.630 |
CUYD | 0.0 |
| 8014 | PLUG WATER WELL | 02475 | 0.000 |
1.000 |
$1,760.000 |
EACH | 0.0 |
| 8015 | DOUBLE VEHICULAR CHAIN LINK GATE W/ELECTRIC OPERATOR | 02287 | 0.000 |
0.000 |
$18,345.000 |
EACH | 0.0 |
| 8016 | CENTERLINE RUMBLE STRIPS-12 IN | 23821EC | 0.000 |
11,150.000 |
$0.390 |
LF | 0.0 |
| 8017 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | 0.000 |
22,300.000 |
$0.350 |
LF | 0.0 |
| 8018 | DOUBLE VEHICULAR CHAIN LINK GATE - 32FT | 02287 | 0.000 |
1.000 |
$17,960.400 |
EACH | 0.0 |
| 8019 | COST PLUS WORK ADA Ramp @ Station 54+40 LT | 10080NSD | 0.000 |
1.000 |
$6,188.710 |
DOLL | 0.0 |
Category Total $861,575.58 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0002 | CATEGORY Description | PAVING (ALTERNATE 1) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 4,620.000 |
4,620.000 |
$84.000 |
TON | 5.1 |
| 2002 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 18,006.000 |
18,006.000 |
$77.200 |
TON | 18.4 |
| 2003 | CRUSHED STONE BASE | 00003 | 26,147.000 |
26,147.000 |
$20.500 |
TON | 7.1 |
| 2004 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 8,101.000 |
8,101.000 |
$12.800 |
TON | 1.4 |
| 2005 | TRAFFIC BOUND BASE | 00020 | 899.000 |
899.000 |
$17.110 |
TON | 0.2 |
| 2006 | CEMENT STABILIZED ROADBED | 00008 | 48,435.000 |
0.000 |
$2.580 |
SQYD | 1.7 |
| 2007 | CEMENT (REVISED: 9-10-12) | 02542 | 942.000 |
0.000 |
$129.000 |
TON | 1.6 |
| 2008 | ASPHALT CURING SEAL | 00358 | 49.000 |
0.000 |
$900.000 |
TON | 0.6 |
| 2009 | SAND FOR BLOTTER | 02702 | 120.000 |
0.000 |
$32.900 |
TON | 0.1 |
| 2010 | ASPHALT SEAL AGGREGATE | 00100 | 76.000 |
76.000 |
$70.000 |
TON | 0.1 |
| 2012 | EMULSIFIED ASPHALT RS-2 | 00291 | 9.000 |
9.000 |
$900.000 |
TON | 0.1 |
| 2013 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 28,500.000 |
28,500.000 |
$1.360 |
SQYD | 0.5 |
| 2014 | LEVELING & WEDGING PG64-22 | 00190 | 1,767.000 |
1,767.000 |
$84.000 |
TON | 2.0 |
| 2015 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | 1.000 |
1.000 |
$224,906.000 |
LS | 3.0 |
| 2016 | ROADWAY EXCAVATION | 02200 | 203,022.000 |
216,119.000 |
$5.500 |
CUYD | 14.8 |
| 8002 | WATERBLAST STRIPE REMOVAL | 23237EN10W | 0.000 |
4,000.000 |
$1.250 |
LF | 0.0 |
| 8008 | ROCK ROADBED | 23664EC | 0.000 |
1.000 |
$97,594.000 |
LS | 0.0 |
| 8009 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8010 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $4,269,894.69 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0005 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 5001 | STORM SEWER PIPE-15 IN | 00521 | 1,302.000 |
1,302.000 |
$36.750 |
LF | 0.6 |
| 5002 | STORM SEWER PIPE-18 IN | 00522 | 205.000 |
205.000 |
$44.500 |
LF | 0.1 |
| 5003 | STORM SEWER PIPE-24 IN | 00524 | 571.000 |
571.000 |
$45.750 |
LF | 0.3 |
| 5004 | STORM SEWER PIPE-36 IN | 00528 | 150.000 |
150.000 |
$79.750 |
LF | 0.2 |
| 5005 | CURB BOX INLET TYPE A | 01456 | 14.000 |
14.000 |
$4,559.640 |
EACH | 0.8 |
| 5006 | DROP BOX INLET TYPE 4 | 01499 | 3.000 |
3.000 |
$2,759.030 |
EACH | 0.1 |
| 5007 | DROP BOX INLET TY 6E | 22767ES710 | 1.000 |
1.000 |
$2,512.030 |
EACH | 0.0 |
| 5008 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$2,228.930 |
EACH | 0.1 |
| 5009 | MANHOLE TYPE A | 01756 | 3.000 |
3.000 |
$2,389.920 |
EACH | 0.1 |
| 5010 | ENTRANCE PIPE-15 IN | 00440 | 650.000 |
650.000 |
$31.500 |
LF | 0.3 |
| 5011 | ENTRANCE PIPE-18 IN | 00441 | 80.000 |
80.000 |
$34.750 |
LF | 0.0 |
| 5012 | ENTRANCE PIPE-24 IN | 00443 | 471.000 |
471.000 |
$41.500 |
LF | 0.3 |
| 5013 | CULVERT PIPE-18 IN | 00462 | 160.000 |
235.000 |
$45.250 |
LF | 0.1 |
| 5014 | CULVERT PIPE-24 IN | 00464 | 159.000 |
159.000 |
$55.000 |
LF | 0.1 |
| 5015 | CULVERT PIPE-30 IN | 00466 | 58.000 |
58.000 |
$62.000 |
LF | 0.0 |
| 5016 | CULVERT PIPE-36 IN | 00468 | 190.000 |
190.000 |
$86.750 |
LF | 0.2 |
| 5017 | CULVERT PIPE-48 IN | 00470 | 230.000 |
230.000 |
$97.750 |
LF | 0.3 |
| 5018 | CULVERT PIPE-60 IN | 00472 | 113.000 |
113.000 |
$167.500 |
LF | 0.3 |
| 5019 | CULVERT PIPE-36 IN EQUIV | 00496 | 56.000 |
56.000 |
$89.000 |
LF | 0.1 |
| 5020 | S & F BOX INLET-OUTLET-18 IN | 01450 | 3.000 |
4.000 |
$1,679.340 |
EACH | 0.1 |
| 5021 | S & F BOX INLET-OUTLET-24 IN | 01451 | 3.000 |
3.000 |
$2,080.530 |
EACH | 0.1 |
| 5022 | S & F BOX INLET-OUTLET-30 IN | 01452 | 2.000 |
2.000 |
$3,406.030 |
EACH | 0.1 |
| 5023 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$4,060.420 |
EACH | 0.1 |
| 5024 | METAL END SECTION TY 3-36 IN (EQUIV) | 21981NN | 2.000 |
2.000 |
$4,718.100 |
EACH | 0.1 |
| 5025 | PIPELINE VIDEO INSPECTION | 23131ER701 | 1,550.000 |
1,550.000 |
$4.250 |
LF | 0.1 |
| 5026 | CONCRETE-CLASS A | 08100 | 41.380 |
41.380 |
$550.000 |
CUYD | 0.3 |
| 5027 | STEEL REINFORCEMENT | 08150 | 2,953.000 |
3,336.000 |
$1.000 |
LB | 0.0 |
| 5028 | PERFORATED PIPE-4 IN | 01000 | 3,152.000 |
3,152.000 |
$5.570 |
LF | 0.2 |
| 5029 | NON-PERFORATED PIPE-4 IN | 01010 | 335.000 |
335.000 |
$11.000 |
LF | 0.0 |
| 5030 | FABRIC-GEOTEXTILE TYPE II | 02597 | 745.000 |
745.000 |
$1.170 |
SQYD | 0.0 |
| 5031 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 1.000 |
1.000 |
$352.700 |
EACH | 0.0 |
| 5032 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 7.000 |
7.000 |
$425.520 |
EACH | 0.0 |
| 5033 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 2.000 |
2.000 |
$383.780 |
EACH | 0.0 |
| 5034 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 22.000 |
22.000 |
$150.000 |
EACH | 0.0 |
| 5035 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 10.000 |
10.000 |
$50.000 |
TON | 0.0 |
| 8000 | SPRING BOX INLET TYPE A | 01660 | 0.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 8001 | PIPE UNDERCUT | 02219 | 0.000 |
216.000 |
$20.000 |
CUYD | 0.0 |
Category Total $404,527.85 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE (26710 - OVER ROCKY BRANCH) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 6001 | CONCRETE-CLASS A | 08100 | 271.100 |
271.100 |
$400.000 |
CUYD | 1.4 |
| 6002 | STEEL REINFORCEMENT | 08150 | 41,979.000 |
41,979.000 |
$0.920 |
LB | 0.5 |
| 6003 | FOUNDATION PREPARATION (26710) | 08003 | 1.000 |
1.000 |
$5,900.000 |
LS | 0.1 |
Category Total $152,960.68 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE (26711 - OVER UNNAMED CREEK) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 6101 | CONCRETE-CLASS A | 08100 | 71.100 |
71.100 |
$400.000 |
CUYD | 0.4 |
| 6102 | STEEL REINFORCEMENT | 08150 | 7,056.000 |
7,056.000 |
$0.920 |
LB | 0.1 |
| 6103 | FOUNDATION PREPARATION (26711) | 08003 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 6104 | FLOWABLE FILL | 02220 | 48.000 |
48.000 |
$145.000 |
CUYD | 0.1 |
Category Total $43,891.52 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE (26712 - OVER LEWIS CREEK) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 6201 | STRUCTURE GRANULAR BACKFILL | 02231 | 251.000 |
251.000 |
$35.500 |
CUYD | 0.1 |
| 6202 | CYCLOPEAN STONE RIP RAP | 08019 | 880.000 |
880.000 |
$17.500 |
TON | 0.2 |
| 6203 | RAIL SYSTEM TYPE III | 21532ED | 288.300 |
288.300 |
$100.000 |
LF | 0.4 |
| 6204 | MASONRY COATING | 02998 | 389.000 |
389.000 |
$8.750 |
SQYD | 0.0 |
| 6205 | STRUCTURE EXCAVATION-COMMON | 08001 | 92.000 |
92.000 |
$14.000 |
CUYD | 0.0 |
| 6206 | TEST PILES | 08033 | 83.000 |
83.000 |
$53.500 |
LF | 0.1 |
| 6207 | PILES-STEEL HP12X53 | 08046 | 423.000 |
423.000 |
$48.750 |
LF | 0.3 |
| 6208 | PILE POINTS-12 IN | 08094 | 22.000 |
22.000 |
$105.000 |
EACH | 0.0 |
| 6209 | PILES-STEEL HP14X89 | 08051 | 210.000 |
210.000 |
$63.000 |
LF | 0.2 |
| 6210 | CONCRETE-CLASS A | 08100 | 155.100 |
155.100 |
$400.000 |
CUYD | 0.8 |
| 6211 | CONCRETE-CLASS AA | 08104 | 250.900 |
250.900 |
$425.000 |
CUYD | 1.4 |
| 6212 | STEEL REINFORCEMENT | 08150 | 5,713.000 |
5,713.000 |
$0.920 |
LB | 0.1 |
| 6213 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 63,927.000 |
63,927.000 |
$0.970 |
LB | 0.8 |
| 6214 | ARMORED EDGE FOR CONCRETE | 03299 | 110.300 |
110.300 |
$56.500 |
LF | 0.1 |
| 6215 | PRECAST PC I BEAM TYPE 3 | 08633 | 700.800 |
700.800 |
$225.000 |
LF | 2.1 |
| 6216 | PRE-DRILLING FOR PILES | 08039 | 134.400 |
134.400 |
$170.000 |
LF | 0.3 |
Category Total $521,131.60 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE (26713 - OVER RENOX CREEK) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 6301 | STRUCTURE GRANULAR BACKFILL | 02231 | 452.000 |
452.000 |
$35.500 |
CUYD | 0.2 |
| 6302 | CYCLOPEAN STONE RIP RAP | 08019 | 1,552.000 |
1,552.000 |
$17.500 |
TON | 0.4 |
| 6304 | RAIL SYSTEM TYPE III | 21532ED | 536.000 |
536.000 |
$100.000 |
LF | 0.7 |
| 6305 | MASONRY COATING | 02998 | 655.000 |
655.000 |
$8.750 |
SQYD | 0.1 |
| 6306 | STRUCTURE EXCAVATION-COMMON | 08001 | 54.000 |
54.000 |
$14.000 |
CUYD | 0.0 |
| 6307 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$125.000 |
CUYD | 0.0 |
| 6308 | TEST PILES | 08033 | 59.000 |
59.000 |
$53.500 |
LF | 0.0 |
| 6309 | PILES-STEEL HP12X53 | 08046 | 550.000 |
550.000 |
$48.750 |
LF | 0.4 |
| 6310 | PILE POINTS-12 IN | 08094 | 23.000 |
23.000 |
$105.000 |
EACH | 0.0 |
| 6311 | CONCRETE-CLASS A | 08100 | 191.900 |
191.900 |
$400.000 |
CUYD | 1.0 |
| 6312 | CONCRETE-CLASS AA | 08104 | 489.900 |
489.900 |
$425.000 |
CUYD | 2.8 |
| 6313 | STEEL REINFORCEMENT | 08150 | 22,488.000 |
22,488.000 |
$0.920 |
LB | 0.3 |
| 6314 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 135,802.000 |
135,802.000 |
$0.970 |
LB | 1.7 |
| 6315 | ARMORED EDGE FOR CONCRETE | 03299 | 85.000 |
85.000 |
$56.500 |
LF | 0.1 |
| 6316 | PPC I-BEAM TY BT84-49 | 24413EC | 1,062.700 |
1,062.700 |
$352.000 |
LF | 4.9 |
| 8004 | PERFORATED PIPE-8 IN | 01002 | 0.000 |
260.000 |
$12.700 |
LF | 0.0 |
Category Total $953,559.55 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0010 | CATEGORY Description | MOBILIZATION / DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1101 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$184,160.000 |
LS | 2.4 |
| 1102 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$112,000.000 |
LS | 1.5 |
Category Total $296,160.00 |
| SM- Project | DE02900611226 | CATEGORY NUMBER | 0011 | CATEGORY Description | UTILITY - GAS LINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 6317 | STEEL ENCASEMENT PIPE-4 IN (4 IN BORED) | 01061 | 35.000 |
35.000 |
$53.750 |
LF | 0.0 |
| 6318 | STEEL ENCASEMENT PIPE-4 IN (4 IN OPEN CUT) | 01061 | 90.000 |
90.000 |
$54.250 |
LF | 0.1 |
| 6319 | STEEL ENCASEMENT PIPE-6 IN (6 IN OPEN CUT) | 01063 | 90.000 |
90.000 |
$59.750 |
LF | 0.1 |
| 6320 | RECONNECT SERVICE | 03437 | 2.000 |
2.000 |
$510.000 |
EACH | 0.0 |
| 6330 | CUT & CAP (EXISTING 4 IN LINE) | 20084NN | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 6340 | CUT & CAP (EXISTING 2 IN LINE) | 20084NN | 6.000 |
6.000 |
$325.000 |
EACH | 0.0 |
| 6350 | CUT & CAP (2/3 IN LINE) | 20084NN | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 6360 | SERVICE LINE-3/4 IN | 20311EC | 254.000 |
254.000 |
$12.000 |
LF | 0.0 |
| 6370 | TIE IN TO GAS LINE (4 IN GL W/POLY VALVE) | 22093NN | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.1 |
| 6380 | TIE IN TO GAS LINE (2 IN GL W/POLY VALVE) | 22093NN | 6.000 |
6.000 |
$955.000 |
EACH | 0.1 |
| 6390 | GAS MAIN PL-4 IN (IPS SDR 11.5 PE 2406 PP) | 22803EN | 1,090.000 |
1,090.000 |
$16.250 |
LF | 0.2 |
| 6400 | GAS MAIN PL-2 IN (IPS SDR 11.5 PE 2406 PP) | 22802EN | 1,229.000 |
1,229.000 |
$11.250 |
LF | 0.2 |
| 6401 | PAVEMENT REPLACEMENT | 23309EC | 60.000 |
60.000 |
$1.000 |
SQFT | 0.0 |
| 6402 | GAS VALVE-2 IN (POLY) | 23337EC | 2.000 |
2.000 |
$225.000 |
EACH | 0.0 |
Category Total $61,238.00 |