|
Item List 211306 |
Date:06/20/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 211306 | Primary Project Number | DE09902132106 |
| Contract Description | STANTON-JEFFERSONVILLE ROAD (KY 213) | ||
| Primary County | POWELL | Fed/St Number | STP 5303 (011) |
| Vendor ID | 03832 | Vendor Name | WALKER CONSTRUCTION & MATERIALS LLC |
| Bid Amount | $ 8,488,488.44 | ||
| SM- Project | DE09902132106 |
| Fed/State Number | STP 5303 (011) |
| Project Description | STANTON-JEFFERSONVILLE ROAD (KY 213) |
| *********** |
| SM- Project | DE09902132106 | 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 | 14,397.000 |
14,397.000 |
$18.500 |
TON | 3.1 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 424.000 |
424.000 |
$18.500 |
TON | 0.1 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 50.000 |
50.000 |
$125.000 |
TON | 0.1 |
| 0020 | ASPHALT SEAL COAT | 00103 | 6.000 |
6.000 |
$850.000 |
TON | 0.1 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 172.000 |
172.000 |
$78.000 |
TON | 0.2 |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 17,652.000 |
17,652.000 |
$68.000 |
TON | 14.1 |
| 0035 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 2,539.000 |
2,539.000 |
$84.000 |
TON | 2.5 |
| 0040 | JPC PAVEMENT-8 IN | 02084 | 311.000 |
311.000 |
$95.000 |
SQYD | 0.3 |
| 0045 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 2,625.200 |
2,625.200 |
$72.500 |
SQYD | 2.2 |
| 0050 | JOINT ADHESIVE | 20071EC | 16,303.000 |
16,303.000 |
$0.650 |
LF | 0.1 |
| 0055 | LONGITUDINAL EDGE KEY | 21289ED | 4,037.000 |
4,037.000 |
$2.500 |
LF | 0.1 |
| 0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 24.000 |
24.000 |
$1.000 |
TON | 0.0 |
Category Total $1,953,151.95 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3.000 |
3.000 |
$18.500 |
TON | 0.0 |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 9,333.000 |
613.630 |
$18.500 |
TON | 2.0 |
| 0075 | PERFORATED PIPE-4 IN | 01000 | 4,642.000 |
4,642.000 |
$8.000 |
LF | 0.4 |
| 0080 | NON-PERFORATED PIPE-4 IN | 01010 | 299.000 |
299.000 |
$8.000 |
LF | 0.0 |
| 0085 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0090 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 2.000 |
2.000 |
$650.000 |
EACH | 0.0 |
| 0095 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 0100 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 38.000 |
38.000 |
$200.000 |
EACH | 0.1 |
| 0105 | STANDARD CURB AND GUTTER | 01810 | 4,588.000 |
4,588.000 |
$26.700 |
LF | 1.4 |
| 0110 | STANDARD HEADER CURB | 01875 | 306.900 |
306.900 |
$36.000 |
LF | 0.1 |
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 34.000 |
34.000 |
$10.000 |
EACH | 0.0 |
| 0120 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$120.000 |
EACH | 0.0 |
| 0125 | REMOVE PAVEMENT | 02091 | 508.000 |
508.000 |
$3.500 |
SQYD | 0.0 |
| 0130 | TEMP DITCH | 02159 | 3,422.000 |
3,422.000 |
$0.010 |
LF | 0.0 |
| 0135 | CLEAN TEMP DITCH | 02160 | 1,711.000 |
1,711.000 |
$0.010 |
LF | 0.0 |
| 0140 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 9.400 |
9.400 |
$45.000 |
CUYD | 0.0 |
| 0145 | EMBANKMENT IN PLACE | 02230 | 45,667.000 |
45,667.000 |
$6.900 |
CUYD | 3.7 |
| 0150 | WATER | 02242 | 2.750 |
2.750 |
$1.000 |
MGAL | 0.0 |
| 0155 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 3,047.000 |
3,047.000 |
$7.190 |
LF | 0.3 |
| 0160 | REMOVE FENCE | 02265 | 4,311.000 |
4,311.000 |
$2.150 |
LF | 0.1 |
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 5.000 |
5.000 |
$55.000 |
EACH | 0.0 |
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 3.000 |
3.000 |
$2,300.000 |
EACH | 0.1 |
| 0175 | REMOVE GUARDRAIL | 02381 | 2,352.000 |
2,352.000 |
$1.600 |
LF | 0.0 |
| 0180 | TEMP GUARDRAIL | 02397 | 700.000 |
700.000 |
$8.000 |
LF | 0.1 |
| 0185 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 38.000 |
38.000 |
$95.000 |
EACH | 0.0 |
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 3.000 |
3.000 |
$95.000 |
EACH | 0.0 |
| 0195 | WITNESS POST | 02432 | 3.000 |
3.000 |
$70.000 |
EACH | 0.0 |
| 0200 | CHANNEL LINING CLASS II | 02483 | 345.000 |
345.000 |
$28.500 |
TON | 0.1 |
| 0205 | CLEARING AND GRUBBING (24 ACRES) | 02545 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.5 |
| 0210 | CONCRETE-CLASS A FOR STEPS | 02551 | 6.920 |
6.920 |
$1,350.000 |
CUYD | 0.1 |
| 0215 | CONCRETE-CLASS B | 02555 | 19.000 |
19.000 |
$400.000 |
CUYD | 0.1 |
| 0220 | TEMPORARY SIGNS | 02562 | 600.000 |
600.000 |
$9.540 |
SQFT | 0.1 |
| 0225 | EDGE KEY | 02585 | 280.000 |
280.000 |
$10.000 |
LF | 0.0 |
| 0230 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 16,000.000 |
16,000.000 |
$2.000 |
SQYD | 0.4 |
| 0235 | HANDRAIL-TYPE A | 02619 | 49.000 |
49.000 |
$105.000 |
LF | 0.1 |
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$51,604.740 |
LS | 0.6 |
| 0245 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #1) | 02651 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.6 |
| 0250 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #2) | 02651 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 4.000 |
4.000 |
$4,750.000 |
EACH | 0.2 |
| 0260 | SAFELOADING | 02690 | 1.600 |
1.600 |
$450.000 |
CUYD | 0.0 |
| 0265 | SHOULDER RUMBLE STRIPS | 02696 | 4,734.000 |
4,734.000 |
$0.210 |
LF | 0.0 |
| 0270 | TEMP SILT FENCE | 02701 | 3,422.000 |
3,422.000 |
$1.000 |
LF | 0.0 |
| 0275 | SILT TRAP TYPE A | 02703 | 24.000 |
24.000 |
$200.000 |
EACH | 0.1 |
| 0280 | SILT TRAP TYPE B | 02704 | 24.000 |
24.000 |
$200.000 |
EACH | 0.1 |
| 0285 | SILT TRAP TYPE C | 02705 | 24.000 |
24.000 |
$200.000 |
EACH | 0.1 |
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | 24.000 |
24.000 |
$0.010 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE B | 02707 | 24.000 |
24.000 |
$0.010 |
EACH | 0.0 |
| 0300 | CLEAN SILT TRAP TYPE C | 02708 | 24.000 |
24.000 |
$0.010 |
EACH | 0.0 |
| 0305 | SIDEWALK-4 IN CONCRETE | 02720 | 2,826.200 |
2,826.200 |
$53.500 |
SQYD | 1.8 |
| 0310 | STAKING | 02726 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.5 |
| 0315 | REMOVE STRUCTURE (27479) | 02731 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.6 |
| 0320 | REMOVE STRUCTURE (27480) | 02731 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.1 |
| 0325 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.1 |
| 0330 | EROSION CONTROL BLANKET | 05950 | 5,580.000 |
5,580.000 |
$1.250 |
SQYD | 0.1 |
| 0335 | TEMP MULCH | 05952 | 77,117.000 |
77,117.000 |
$0.140 |
SQYD | 0.1 |
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | 57,838.000 |
57,838.000 |
$0.150 |
SQYD | 0.1 |
| 0345 | INITIAL FERTILIZER | 05963 | 4.000 |
4.000 |
$800.000 |
TON | 0.0 |
| 0350 | MAINTENANCE FERTILIZER | 05964 | 4.000 |
4.000 |
$900.000 |
TON | 0.0 |
| 0355 | SEEDING AND PROTECTION | 05985 | 54,597.000 |
54,597.000 |
$0.450 |
SQYD | 0.3 |
| 0360 | SODDING | 05990 | 12,246.000 |
12,246.000 |
$6.000 |
SQYD | 0.9 |
| 0365 | AGRICULTURAL LIMESTONE | 05992 | 45.000 |
45.000 |
$75.000 |
TON | 0.0 |
| 0370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 41,600.000 |
41,600.000 |
$0.170 |
LF | 0.1 |
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 30,347.000 |
30,347.000 |
$0.170 |
LF | 0.1 |
| 0380 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 4,000.000 |
4,000.000 |
$2.250 |
LF | 0.1 |
| 0385 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,000.000 |
2,000.000 |
$2.250 |
LF | 0.1 |
| 0390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,000.000 |
2,000.000 |
$2.250 |
LF | 0.1 |
| 0395 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 432.000 |
432.000 |
$7.150 |
LF | 0.0 |
| 0400 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 90.000 |
90.000 |
$9.000 |
LF | 0.0 |
| 0405 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 502.000 |
502.000 |
$4.500 |
SQFT | 0.0 |
| 0410 | PAVE MARKING-THERMO CURV ARROW | 06574 | 22.000 |
22.000 |
$95.000 |
EACH | 0.0 |
| 0415 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 490.000 |
490.000 |
$6.000 |
EACH | 0.0 |
| 0420 | FUEL ADJUSTMENT | 10020NS | 26,429.000 |
26,429.000 |
$1.000 |
DOLL | 0.3 |
| 0425 | ASPHALT ADJUSTMENT | 10030NS | 38,747.000 |
38,747.000 |
$1.000 |
DOLL | 0.5 |
| 0430 | OBJECT MARKER TY 3 | 20191ED | 3.000 |
3.000 |
$120.000 |
EACH | 0.0 |
| 0435 | GRANULAR PILE CORE | 20209EP69 | 127.000 |
127.000 |
$35.000 |
CUYD | 0.1 |
| 0440 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 1,498.000 |
1,498.000 |
$2.000 |
LF | 0.0 |
| 0445 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | 40.000 |
40.000 |
$4.500 |
SQFT | 0.0 |
| 0450 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 2,275.000 |
2,275.000 |
$20.200 |
LF | 0.5 |
| 0455 | WOOD PLANK FENCE | 22000ED | 1,093.000 |
1,093.000 |
$18.600 |
LF | 0.2 |
| 0460 | WATER BLASTING EXISTING STRIPE | 22664EN | 8,500.000 |
8,500.000 |
$0.500 |
LF | 0.1 |
| 0465 | DETECTABLE WARNINGS | 23158ES505 | 355.000 |
355.000 |
$40.000 |
SQFT | 0.2 |
| 0470 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 790.000 |
790.000 |
$5.500 |
SQYD | 0.1 |
| 0475 | CORED HOLE DRAINAGE CONN TO HEADWALL | 23628EC | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0480 | CHANNEL LINING CLASS III-MOD | 23864EC | 35.000 |
35.000 |
$45.000 |
TON | 0.0 |
| 0485 | INLAID PAVEMENT MARKER | 24489EC | 246.000 |
246.000 |
$18.500 |
EACH | 0.1 |
| 0490 | PIPELINE INSPECTION | 24814EC | 2,125.000 |
2,125.000 |
$2.050 |
LF | 0.1 |
| 0495 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0500 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | 4.000 |
4.000 |
$2,400.000 |
EACH | 0.1 |
| 8000 | W VALVE CUT-IN 04 INCH | 14116 | 0.000 |
3.000 |
$8,600.000 |
EACH | 0.0 |
| 8001 | W VALVE CUT-IN 06 INCH | 14117 | 0.000 |
6.000 |
$8,715.000 |
EACH | 0.0 |
| 8002 | W VALVE CUT-IN 08 INCH | 14118 | 0.000 |
3.000 |
$9,100.000 |
EACH | 0.0 |
| 8003 | W PIPE DUCTILE IRON 04 INCH | 14035 | 0.000 |
46.000 |
$28.140 |
LF | 0.0 |
| 8004 | W PIPE DUCTILE IRON 04 INCH W PIPE DUCTILE IRON 04 INCH W/ NITRILE GASKETS | 14035 | 0.000 |
115.000 |
$31.750 |
LF | 0.0 |
| 8005 | W PIPE DUCTILE IRON 06 INCH W PIPE DUCTILE IRON 06 INCH W/ NITRILE GASKETS | 14036 | 0.000 |
355.000 |
$50.660 |
LF | 0.0 |
| 8006 | W PIPE DUCTILE IRON 08 INCH W PIPE DUCTILE IRON 08 INCH W/ NITRILE GASKETS | 14037 | 0.000 |
95.000 |
$61.240 |
LF | 0.0 |
| 8007 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | 0.000 |
2.000 |
$1,598.000 |
EACH | 0.0 |
| 8008 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | 0.000 |
3.000 |
$2,018.100 |
EACH | 0.0 |
| 8009 | W FIRE HYDRANT ASSEMBLY W FIRE HYDRANT ASSEMBLY W/ NITRILE GASKETS | 14019 | 0.000 |
1.000 |
$5,268.960 |
EACH | 0.0 |
| 8010 | W VALVE 04 INCH W VALVE 04 INCH W/NITRILE GASKETS | 14104 | 0.000 |
2.000 |
$1,473.680 |
EACH | 0.0 |
| 8011 | W VALVE 06 INCH W VALVE 06 INCH W/NITRILE GASKETS | 14105 | 0.000 |
3.000 |
$1,851.410 |
EACH | 0.0 |
| 8012 | W FLUSH HYDRANT ASSEMBLY | 14022 | 0.000 |
1.000 |
$4,883.810 |
EACH | 0.0 |
| 8013 | GEOGRID REINFORCEMENT FOR SUBGRADE GEOGRID | 00005 | 0.000 |
12,000.000 |
$3.300 |
SQYD | 0.0 |
| 8018 | GRANULAR EMBANKMENT GRANULAR EMBANKMENT | 02223 | 0.000 |
6,129.630 |
$30.000 |
CUYD | 0.0 |
| 8019 | FENCE-8 FT CHAIN LINK Fence -8' Chain Link | 02275 | 0.000 |
150.000 |
$112.000 |
LF | 0.0 |
| 8020 | DOUBLE VEHICULAR CHAIN LINK GATE Double Vehicular Chain Link Gate | 02287 | 0.000 |
1.000 |
$4,400.000 |
EACH | 0.0 |
| 8021 | CONCRETE-CLASS B Concrete for Pull Posts | 02555 | 0.000 |
4.000 |
$250.000 |
CUYD | 0.0 |
Category Total $1,628,050.53 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0505 | ENTRANCE PIPE-12 IN | 00439 | 43.000 |
43.000 |
$50.000 |
LF | 0.0 |
| 0510 | ENTRANCE PIPE-15 IN | 00440 | 174.000 |
174.000 |
$50.000 |
LF | 0.1 |
| 0515 | ENTRANCE PIPE-18 IN | 00441 | 74.000 |
74.000 |
$60.000 |
LF | 0.1 |
| 0520 | ENTRANCE PIPE-30 IN | 00445 | 56.000 |
56.000 |
$85.000 |
LF | 0.1 |
| 0525 | ENTRANCE PIPE-18 IN EQUIV | 00451 | 28.000 |
28.000 |
$75.000 |
LF | 0.0 |
| 0530 | CULVERT PIPE-15 IN | 00461 | 62.000 |
62.000 |
$65.000 |
LF | 0.0 |
| 0535 | CULVERT PIPE-18 IN | 00462 | 65.000 |
65.000 |
$75.000 |
LF | 0.1 |
| 0540 | STORM SEWER PIPE-15 IN | 00521 | 2,867.000 |
2,867.000 |
$55.000 |
LF | 1.9 |
| 0545 | STORM SEWER PIPE-18 IN | 00522 | 649.000 |
649.000 |
$80.000 |
LF | 0.6 |
| 0550 | STORM SEWER PIPE-24 IN | 00524 | 638.000 |
638.000 |
$95.000 |
LF | 0.7 |
| 0555 | PIPE CULVERT HEADWALL-15 IN | 01202 | 3.000 |
3.000 |
$975.000 |
EACH | 0.0 |
| 0560 | PIPE CULVERT HEADWALL-18 IN | 01204 | 2.000 |
2.000 |
$1,175.000 |
EACH | 0.0 |
| 0565 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$1,275.000 |
EACH | 0.0 |
| 0570 | CURB BOX INLET TYPE A | 01456 | 29.000 |
29.000 |
$4,975.000 |
EACH | 1.7 |
| 0575 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$4,250.000 |
EACH | 0.2 |
| 0580 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$4,250.000 |
EACH | 0.1 |
| 0585 | DROP BOX INLET TYPE 13G | 01559 | 5.000 |
5.000 |
$3,750.000 |
EACH | 0.2 |
| 0590 | DROP BOX INLET TYPE 14 | 01577 | 12.000 |
12.000 |
$3,100.000 |
EACH | 0.4 |
| 0595 | CAP DROP BOX INLET | 01584 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0600 | CAP CURB BOX INLET | 01634 | 3.000 |
3.000 |
$300.000 |
EACH | 0.0 |
| 0605 | MANHOLE TYPE A | 01756 | 6.000 |
6.000 |
$3,800.000 |
EACH | 0.3 |
| 0610 | CHANNEL LINING CLASS III | 02484 | 222.000 |
222.000 |
$28.500 |
TON | 0.1 |
| 0615 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 7,265.000 |
7,265.000 |
$2.000 |
SQYD | 0.2 |
| 8017 | CRUSHED STONE BACKFILL CRUSHED STONE BACKFILL | 23983EC | 0.000 |
1,307.230 |
$31.030 |
CUYD | 0.0 |
Category Total $575,427.00 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE (27479) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0620 | STRUCTURE GRANULAR BACKFILL | 02231 | 126.600 |
126.600 |
$38.000 |
CUYD | 0.1 |
| 0625 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 556.000 |
556.000 |
$2.500 |
SQYD | 0.0 |
| 0630 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | 1,370.000 |
1,370.000 |
$3.500 |
SQYD | 0.1 |
| 0635 | ARMORED EDGE FOR CONCRETE | 03299 | 68.000 |
68.000 |
$65.000 |
LF | 0.1 |
| 0640 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.3 |
| 0645 | CYCLOPEAN STONE RIP RAP | 08019 | 1,189.000 |
1,189.000 |
$28.500 |
TON | 0.4 |
| 0650 | TEST PILES | 08033 | 69.000 |
69.000 |
$70.000 |
LF | 0.1 |
| 0655 | PILES-STEEL HP12X53 | 08046 | 712.000 |
712.000 |
$70.000 |
LF | 0.6 |
| 0660 | PILE POINTS-12 IN | 08094 | 26.000 |
26.000 |
$105.000 |
EACH | 0.0 |
| 0665 | CONCRETE-CLASS A | 08100 | 236.900 |
236.900 |
$725.000 |
CUYD | 2.0 |
| 0670 | CONCRETE-CLASS AA | 08104 | 651.500 |
651.500 |
$650.000 |
CUYD | 5.0 |
| 0675 | STEEL REINFORCEMENT | 08150 | 38,640.000 |
38,640.000 |
$1.050 |
LB | 0.5 |
| 0680 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 165,515.000 |
165,515.000 |
$1.050 |
LB | 2.0 |
| 0685 | ROCK SOUNDINGS | 20745ED | 146.000 |
146.000 |
$33.250 |
LF | 0.1 |
| 0690 | ROCK CORINGS | 20746ED | 160.000 |
160.000 |
$73.250 |
LF | 0.1 |
| 0695 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | 145.400 |
145.400 |
$725.000 |
LF | 1.2 |
| 0700 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | 80.000 |
80.000 |
$600.000 |
LF | 0.6 |
| 0705 | CONCRETE SEALING | 23378EC | 38,793.000 |
38,793.000 |
$0.550 |
SQFT | 0.3 |
| 0710 | PPC I-BEAM HN 60-49 | 24539EC | 1,863.000 |
1,863.000 |
$425.000 |
LF | 9.3 |
| 0715 | ELASTICIZED EPS (10 INCH THICKNESS) | 24595EN | 74.000 |
74.000 |
$200.000 |
SQYD | 0.2 |
| 0720 | GRANULAR BACKFILL | 24596EN | 390.000 |
390.000 |
$40.000 |
CUYD | 0.2 |
| 0725 | CSL TESTING (8 TUBES) | 24875EC | 8.000 |
8.000 |
$2,250.000 |
EACH | 0.2 |
| 0730 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 940.000 |
940.000 |
$80.000 |
LF | 0.9 |
Category Total $2,047,993.20 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0008 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0800 | W AIR RELEASE VALVE 3/4 INCH | 14001 | 4.000 |
4.000 |
$828.670 |
EACH | 0.0 |
| 0805 | W DIRECTIONAL BORE (5 INCH HDPE DR9 1.P.S WATERLINE) | 14004 | 370.000 |
370.000 |
$155.870 |
LF | 0.7 |
| 0810 | W DIRECTIONAL BORE (8 INCH HDPE DR9 I.P.S. WATERLINE) | 14004 | 490.000 |
490.000 |
$185.070 |
LF | 1.1 |
| 0815 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (10.75 INCH SCH. 20) | 14014 | 180.000 |
180.000 |
$127.560 |
LF | 0.3 |
| 0820 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (14.00 INCH SCH 20) | 14014 | 145.000 |
145.000 |
$131.350 |
LF | 0.2 |
| 0825 | W FIRE HYDRANT REMOVE | 14021 | 6.000 |
6.000 |
$515.000 |
EACH | 0.0 |
| 0830 | W FLUSH HYDRANT ASSEMBLY | 14022 | 5.000 |
5.000 |
$4,699.750 |
EACH | 0.3 |
| 0835 | W METER 3/4 INCH | 14028 | 58.000 |
58.000 |
$1,359.310 |
EACH | 0.9 |
| 0840 | W PIPE PVC 04 INCH | 14058 | 611.000 |
611.000 |
$14.610 |
LF | 0.1 |
| 0845 | W PIPE PVC 06 INCH | 14059 | 5,254.000 |
5,254.000 |
$19.660 |
LF | 1.2 |
| 0850 | W PIPE PVC 08 INCH | 14060 | 2,290.000 |
2,290.000 |
$24.320 |
LF | 0.7 |
| 0855 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | 26.000 |
26.000 |
$913.460 |
EACH | 0.3 |
| 0860 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | 30.000 |
30.000 |
$696.670 |
EACH | 0.2 |
| 0865 | W STRUCTURE REMOVAL | 14088 | 1.000 |
1.000 |
$2,415.120 |
EACH | 0.0 |
| 0870 | W TIE-IN 04 INCH | 14093 | 2.000 |
2.000 |
$1,281.770 |
EACH | 0.0 |
| 0875 | W TIE-IN 06 INCH | 14094 | 6.000 |
6.000 |
$1,378.460 |
EACH | 0.1 |
| 0880 | W TIE-IN 08 INCH | 14095 | 1.000 |
1.000 |
$1,801.620 |
EACH | 0.0 |
| 0885 | W VALVE 04 INCH | 14104 | 3.000 |
3.000 |
$1,101.580 |
EACH | 0.0 |
| 0890 | W VALVE 06 INCH | 14105 | 15.000 |
15.000 |
$1,461.330 |
EACH | 0.3 |
| 0895 | W VALVE 08 INCH | 14106 | 7.000 |
7.000 |
$1,907.580 |
EACH | 0.2 |
| 0900 | W LINE MARKER | 14144 | 17.000 |
17.000 |
$124.300 |
EACH | 0.0 |
| 0905 | SEEDING AND MULCHING | 40095 | 1.300 |
1.300 |
$1,215.000 |
ACRE | 0.0 |
Category Total $568,990.76 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE (27480) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0735 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.1 |
| 0740 | CONCRETE-CLASS A | 08100 | 199.900 |
199.900 |
$590.000 |
CUYD | 1.4 |
| 0745 | STEEL REINFORCEMENT | 08150 | 31,811.000 |
31,811.000 |
$1.000 |
LB | 0.4 |
Category Total $162,252.00 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0750 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 265.000 |
265.000 |
$30.000 |
SQFT | 0.1 |
| 0755 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 31.000 |
31.000 |
$30.000 |
SQFT | 0.0 |
| 0760 | STEEL POST TYPE 1 | 06410 | 530.000 |
530.000 |
$22.000 |
LF | 0.1 |
| 0765 | STEEL POST MILE MARKERS | 06412 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0770 | CLASS A CONCRETE FOR SIGNS | 06490 | 7.800 |
7.800 |
$700.000 |
CUYD | 0.1 |
| 0775 | REMOVE SIGN | 21373ND | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0780 | GMSS TYPE D | 21596ND | 17.000 |
17.000 |
$600.000 |
EACH | 0.1 |
| 0785 | BARCODE SIGN INVENTORY | 24631EC | 63.000 |
63.000 |
$25.000 |
EACH | 0.0 |
Category Total $38,275.00 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0790 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$300,000.000 |
LS | 3.5 |
| 0795 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$129,000.000 |
LS | 1.5 |
Category Total $429,000.00 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | S BYPASS PUMPING | 15000 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.1 |
| 0915 | S ENCASEMENT STEEL OPEN CUT RANGE 2 | 15021 | 105.000 |
105.000 |
$84.000 |
LF | 0.1 |
| 0920 | S ENCASEMENT STEEL OPEN CUT RANGE 3 | 15022 | 346.000 |
346.000 |
$130.000 |
LF | 0.5 |
| 0925 | S FORCE MAIN PVC 02 INCH | 15057 | 276.000 |
276.000 |
$34.000 |
LF | 0.1 |
| 0930 | S FORCE MAIN PVC 03 INCH | 15058 | 1,286.000 |
1,286.000 |
$34.000 |
LF | 0.5 |
| 0935 | S FORCE MAIN TIE-IN 04 INCH | 15073 | 3.000 |
3.000 |
$4,350.000 |
EACH | 0.2 |
| 0940 | S FORCE MAIN VALVE GATE | 15084 | 5.000 |
5.000 |
$820.000 |
EACH | 0.0 |
| 0945 | S LATERAL CLEANOUT | 15086 | 55.000 |
55.000 |
$165.000 |
EACH | 0.1 |
| 0950 | S LATERAL LONG SIDE 04 INCH | 15087 | 18.000 |
18.000 |
$4,575.000 |
EACH | 1.0 |
| 0955 | S LATERAL SHORT SIDE 04 INCH | 15089 | 37.000 |
37.000 |
$1,200.000 |
EACH | 0.5 |
| 0960 | S MANHOLE | 15092 | 32.000 |
32.000 |
$2,700.000 |
EACH | 1.0 |
| 0965 | S MANHOLE ABANDON/REMOVE | 15093 | 22.000 |
22.000 |
$670.000 |
EACH | 0.2 |
| 0970 | S MANHOLE ADJUST TO GRADE | 15094 | 2.000 |
2.000 |
$460.000 |
EACH | 0.0 |
| 0975 | S MANHOLE CASTING STANDARD | 15095 | 33.000 |
33.000 |
$515.000 |
EACH | 0.2 |
| 0980 | S MANHOLE WITH DROP | 15101 | 1.000 |
1.000 |
$3,900.000 |
EACH | 0.0 |
| 0985 | S PIPE PVC 08 INCH | 15112 | 4,690.000 |
4,297.000 |
$62.000 |
LF | 3.4 |
| 0990 | S PUMP STATION (NEW NORTH MAIN ST PUMP STATION - WITH T | 15119 | 1.000 |
1.000 |
$215,000.000 |
EACH | 2.5 |
| 0995 | S SPECIAL ITEM (RESIDENTIAL GRINDER UNIT PUMP STATION & | 15120 | 3.000 |
3.000 |
$10,100.000 |
EACH | 0.4 |
| 1000 | S STRUCTURE REMOVAL (EXISTING NORTH MAIN PUMP STATION) | 15122 | 1.000 |
1.000 |
$5,050.000 |
EACH | 0.1 |
| 1005 | S LINE MARKER | 15123 | 12.000 |
12.000 |
$40.000 |
EACH | 0.0 |
| 1010 | S LATERAL LOCATE | 15136 | 55.000 |
55.000 |
$385.000 |
EACH | 0.2 |
| 8014 | S ENCASEMENT STEEL OPEN CUT RANGE 4 INST S ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 15504 | 0.000 |
120.000 |
$163.800 |
LF | 0.0 |
| 8015 | S PIPE PVC 12 INCH INST S PIPE PVC 12 INCH INST | 15589 | 0.000 |
392.000 |
$88.200 |
LF | 0.0 |
| 8016 | S LATERAL SPECIAL INST S LATERAL SPECIAL INST | 15569 | 0.000 |
3.000 |
$1,569.750 |
EACH | 0.0 |
Category Total $955,623.00 |
| SM- Project | DE09902132106 | CATEGORY NUMBER | 0010 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1015 | POLE BASE | 04740 | 58.000 |
58.000 |
$1,300.000 |
EACH | 0.9 |
| 1020 | TRENCHING AND BACKFILLING | 04820 | 3,625.000 |
3,625.000 |
$3.000 |
LF | 0.1 |
| 1025 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 11.000 |
11.000 |
$1,950.000 |
EACH | 0.3 |
| 1030 | BORE AND JACK CONDUIT | 21543EN | 125.000 |
125.000 |
$20.000 |
LF | 0.0 |
| 1035 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 3,900.000 |
3,900.000 |
$5.000 |
LF | 0.2 |
Category Total $129,725.00 |