- Items
- MOBILIZATION 1.000 LS, BONDS AND INSURANCE 1.000 LS, RAILROAD INSURANCE 01 1.000 LS, CONSTRUCTION STAKES, LINES & GRADES 2.000 EA, UTILITY RELOCATION NO. ____ 01 1.000 EA, UTILITY STAKING 1.000 LS, SMALL PUBLIC WATER RELOCATION NO. ____ 01 1.000 EA, SMALL PUBLIC SEWER RELOCATION NO. ____ 01 1.000 EA, CPM PROGRESS SCHEDULE 1.000 LS, CLEARING & GRUBBING WITHIN RIGHT OF WAY 1.000 LS, REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LS, REMOVAL & DISPOSAL OF EXISTING PAVEMENT 1,777.000 SY, REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 155.000 SY, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, UNCLASSIFIED EXCAVATION 3,104.000 CY, BORROW EXCAVATION 22,193.000 CY, GEOGRID REINFORCEMENT (UNIAXIAL) 1,995.000 SY, WET & DRY EXCAVATION FOR BRIDGES 485.000 CY, TEMPORARY SHORING SYSTEM 290.000 LF, FINE GRADING 3,962.000 SY, FLOWABLE FILL 1.600 CY, MAINTENANCE STONE 462.000 TON, LIQUID ASPHALT BINDER PG64-22 305.832 TON, MILLING EXISTING ASPHALT PAVEMENT 2.0" 369.000 SY, MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 543.000 SY, ASPHALT BASE COURSE - TYPE A 1,605.000 TON, ASPHALT BASE COURSE - TYPE B 540.000 TON, ASPHALT INTERMEDIATE COURSE TYPE B 2,148.184 TON, ASPHALT INTERMEDIATE COURSE TYPE C 317.730 TON, ASPHALT SURFACE COURSE TYPE B 926.000 TON, ASPHALT SURFACE COURSE TYPE C 302.685 TON, ASPHALT SURFACE COURSE TYPE E 60.900 TON, DRIVEWAY PAVING-SURFACE TYPE C 292.000 TON, TRAFFIC CONTROL 1.000 LS, BARRICADE - TYPE III 168.000 LF, PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 256.000 SF, PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) 140.000 SF, TYPE B - FLASHING LIGHT 32.000 EA, PAVEMENT MARKING(TEMPORARY-EPOXY)-4"WHITE SOLID LINE 380.000 LF, PAVEMENT MARKING(TEMP.-EPOXY)4" YELLOW SOLID LINES 380.000 LF, 4" WHITE SOLID LINES (PVT. EDGE LINES) EPOXY PAINT SLOW CURE 776.000 LF, 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 130.000 LF, 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 4,140.000 LF, 6" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 108.000 LF, 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 129.000 LF, 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 156.000 LF, 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 108.000 LF, 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 3,634.000 LF, PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 32.000 EA, FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 158.410 SF, U-SECTION POST FOR SIGN SUPPORTS - 2P 114.000 LF, U-SECTION POST FOR SIGN SUPPORTS - 3P 195.000 LF, REMOVAL OF WOOD POST 1.000 EA, FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 1,560.000 LF, INSTALL FLAT SHEET SIZE DETERMINED BY MESSAGE-GROUND MOUNT 9.000 SF, CONC. FOR STRUCTURES - CLASS 4000 1,030.100 CY, CONC. FOR STRUCTURES - CLASS 4000DS 3.000 CY, GROOVED SURFACE FINISH 1,368.000 SY, REINF. STEEL FOR STRUCTURES (BRIDGE) 253,502.000 LB, HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 6,006.000 LB, PRESTRESSED CONCRETE FLORIDA I-BEAM(36") 774.000 LF, PRESTRESSED CONCRETE FLORIDA I-BEAM(45") 739.200 LF, 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL HAND FORMED 01 396.000 LF, 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL 380.000 LF, PILE DRIVING SET-UP 15.000 EA, REINF. PILE TIPS (HP14 X 73) 10.000 EA, REINF. PILE TIPS (HP14 X 89) 5.000 EA, STEEL H BEARING PILING (HP14 X 73) 545.000 LF, STEEL H BEARING PILING (HP14 X 89) 215.000 LF, MICROPILE SET-UP 58.000 EA, MICROPILES INSTALLED IN SOIL 1,909.000 LF, MICROPILES INSTALLED IN ROCK 1,508.000 LF, VERIFICATION LOAD TEST 4.000 EA, PROOF LOAD TEST 6.000 EA, DRILLED SHAFT SET-UP 3.000 EA, CROSSHOLE SONIC LOGGING SETUP 3.000 EA, DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER 30.500 LF, DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER 42.400 LF, CONSTRUCTION CASING - 48" DIAMETER 48.400 LF, 18" RC PIPE CUL.-CLASS III 176.000 LF, 18" RC PIPE CUL.-CLASS V 350.000 LF, 18" SMOOTH WALL PIPE 449.000 LF, CLEANING EXISTING PIPE 128.000 LF, DRILLED PILE SET-UP 5.000 EA, SOIL EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER 85.000 LF, ROCK EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER 15.000 LF, CATCH BASIN -TYPE 16 4.000 EA, DROP INLET (24" X 36") 3.000 EA, DROP INLET (24" X 36") WITH STANDARD 4' X 4' BOX 1.000 EA, MANHOLE 1.000 EA, PRECAST CONCRETE RISER - 48" DIAMETER 5.000 LF, PRECAST CONCRETE DRAINAGE BASE - 48" 1.000 EA, EXTRA DEPTH OF BOX 4.500 LF, MANHOLE-CONVERT D.I. 24"X 36" 1.000 EA, ACCESSIBLE DRAINAGE GRATE FOR ADA 1.000 EA, BEVELING OF PIPE END 3.000 EA, 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) 34.000 LF, CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 201.340 LF, CONCRETE SIDEWALK(4" UNIFORM) 38.000 SY, ELASTOMERIC BEARING 50.000 EA, WATERPROOFING 60.800 SY, AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 330.000 TON, RIP-RAP (CLASS A) 176.000 TON, RIP-RAP (CLASS B) 808.000 TON, SLOPE PROTECTION-4" CONCRETE(FIBER REINFORCED) 940.000 SY, GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C 1,422.000 SY, MT3 LEADING END TREATMENT TL3 4.000 EA, MT2 LEADING END TREATMENT TL2 4.000 EA, MGS3 GR STANDARD SHOULDER 250.000 LF, MGS3CS GR COMPRESSED SHOULDER 325.000 LF, MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 4.000 EA, MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 4.000 EA, FLUME INLET AT GUARDRAIL (HANDWORK) 2.000 EA, NON-MOW STRIP UNDER GUARDRAIL 370.000 SY, BRIDGE FENCE 1.000 LS, TEMPORARY BARRIER FENCE (ORANGE) 650.000 LF, RIGHT OF WAY MARKER(REBAR AND CAP) 38.000 EA, RIGHT OF WAY PLAT 1.000 LS, PERMANENT COVER 2.548 ACRE, TEMPORARY COVER 1.687 ACRE, COMPOST 221.833 CY, STRAW OR HAY MULCH WITH TACKIFIER 4.282 ACRE, FERTILIZER (NITROGEN) 254.800 LB, FERTILIZER (PHOSPHORIC ACID) 254.800 LB, FERTILIZER (POTASH) 254.800 LB, AGRICULTURAL GRANULAR LIME 5,096.000 LB, SELECTIVE WATERING 108,600.000 GAL, MOWING 8.469 ACRE, TURF REINFORCEMENT MATTING (TRM) TYPE 1 0.050 MSY, TURF REINFORCEMENT MATTING (TRM) TYPE 2 0.495 MSY, TEMPORARY EROSION CONTROL BLANKET (ECB) 0.857 MSY, HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 4.257 ACRE, INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 85.000 LF, SILT FENCE 5,600.000 LF, REPLACE/REPAIR SILT FENCE 560.000 LF, FLOATING TURBIDITY BARRIER-MEDIUM DUTY(5'DEPTH) 55.000 LF, CLEANING SILT BASINS 42.000 CY, REMOVAL OF SILT RETAINED BY SILT FENCE 1,400.000 LF, INLET FILTER CLEANING 3.000 EA, CLEANING INLET STRUCTURE FILTERS 7.000 EA, INLET STRUCTURE FILTER - TYPE B 7.000 EA, INLET STRUCTURE FILTER - TYPE A 48.000 LF, AGGREGATE NO.5 OR 57 FOR EROSION CONTROL 17.000 TON, STABILIZED CONSTRUCTION ENTRANCE 1,100.000 SY
- Call No
- 130
- File No
- 2974700
- Dbe Goal
- 0.00%
- Funding
- FED
- Counties
- Lancaster
- Project No
- P041176
- Letting Date
- 11/10/2026
- Letting Time
- 2:00 pm
- Notice Title
- 11102026 Proposal 5177470 - NTC 60 DAY AD
- Approx Length
- 0.5800
- Available Date
- Nov 6, 2026
- Categorized By
- llm
- Detail Fetched
- Yes
- Completion Date
- 11/30/2027