 Post Bid Stage
Project Location
- State/Province: Delaware
- County: Kent
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| Project#: | 1000876954 |
| Updated: | 2008-08-01 |
| Work Type: | Alteration |
| Building Type: | Roads |
| Value: | $8,947,370 |
| Project Phase: | Post-Bid |
| Stage: | Low Bids Announced |
| Bid Date: | 2008-07-29 | | Owner: | DE STATE DEPT OF TRANSPORTATION - DE | | Engineer: | DE STATE DEPT OF TRANSPORTATION - DE | | Details: | Road[s], Pavement Markers, Sewage Piping 1 LS CLEARING AND GRUBBING 48223 CY EXCAVATION AND EMBANKMENT 220 CY EXCAVATION AND BACKFILL FOR STRUCTURES 929 CY EXCAVATION AND BACKFILL FOR PIPE TRENCHES 11528 CY BORROW, TYPE A 5500 CY BORROW, TYPE C 136983 CY BORROW, TYPE F 786 CY FURNISHING BORROW TYPE "C" FOR PIPE, UTILITY TRENCH, AND 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS 962 CY UNDERCUT EXCAVATION 37 CY UNDERCUT EXCAVATION, PATCHING 7750 CY SEDIMENT REMOVAL 18430 LF SILT FENCE 25 EACH INLET SEDIMENT CONTROL, AT GRADE INLET 60 TON STONE CHECK DAM 3340 CY SEDIMENT TRAP 500 LF TEMPORARY SLOPE DRAIN, 12" 420 TON STABILIZED CONSTRUCTION ENTRANCE 8 EACH TRASH RACK 6456 CY GRADED AGGREGATE BASE COURSE, TYPE B 223 TON SUPERPAVE, TYPE C HOT-MIX, 160 GYRATIONS, PG 64-22 405 TON SUPERPAVE, TYPE B HOT-MIX, 160 GYRATIONS, PG 64-22 4885 TON SUPERPAVE, TYPE B HOT-MIX, 160 GYRATIONS, PG 70-22 15352 TON SUPERPAVE, BITUMINOUS CONCRETE BASECOURSE, 160 GYRATIONS, PG 8573 TON SUPERPAVE, TYPE C HOT-MIX, 160 GYRATIONS, PG 70-22, 270 SY PATCHING P.C.C. PAVEMENT, 6' TO 15', TYPE A 390 EACH DOWEL BARS 1316 SYIN PATCHING CONCRETE 250 CY PORTLAND CEMENT CONCRETE MASONRY, ABUTMENT FOOTING, CLASS A 57 CY PORTLAND CEMENT CONCRETE MASONRY, PIER ABOVE FOOTING, CLASS 125 CY PORTLAND CEMENT CONCRETE MASONRY, APPROACH SLAB, CLASS A 420 CY PORTLAND CEMENT CONCRETE MASONRY, SUPERSTRUCTURE, CLASS D 175 CY PORTLAND CEMENT CONCRETE MASONRY, ABUTMENT ABOVE FOOTING, 22 CY PORTLAND CEMENT CONCRETE MASONRY, PARAPET, CLASS A 1300 SF SILICONE ACRYLIC CONCRETE SEALER 190250 LB BAR REINFORCEMENT, EPOXY COATED 1 LS GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION 118 LF PREFABRICATED EXPANSION JOINT SYSTEM, 1 1/2" 235 TON COARSE AGGREGATE FOR FOUNDATION STABILIZATION AND 312 LF REINFORCED CONCRETE PIPE, 18", CLASS IV 604 LF REINFORCED CONCRETE PIPE, 24", CLASS IV 282 LF REINFORCED CONCRETE PIPE, 30", CLASS IV 228 LF REINFORCED CONCRETE PIPE, 21", CLASS IV 180 LF REINFORCED CONCRETE PIPE, 36", CLASS IV 132 LF REINFORCED CONCRETE ELLIPTICAL PIPE, 14"X23", CLASS IV 150 LF REINFORCED CONCRETE ELLIPTICAL PIPE, 29"X45", CLASS IV 9886 LF PIPE VIDEO INSPECTION 4 EACH REINFORCED CONCRETE FLARED END SECTION, 18" 1 EACH REINFORCED CONCRETE FLARED END SECTION, 21" 2 EACH REINFORCED CONCRETE FLARED END SECTION, 24" 1 EACH REINFORCED CONCRETE FLARED END SECTION, 36" 3 EACH REINFORCED CONCRETE FLARED END SECTION, 14" X 23" 2 EACH REINFORCED CONCRETE FLARED END SECTION, 29" X 45" 2700 LF FURNISH CAST-IN-PLACE CONCRETE PILES, 14" 240 LF FURNISH STEEL SHELL TEST PILES, 14" 2700 LF INSTALL CAST-IN-PLACE CONCRETE PILES, 14" 240 LF INSTALL STEEL SHELL TEST PILES, 14" 4 EACH DYNAMIC PILE TESTING BY CONTRACTOR 1 LS PRESTRESSED REINFORCED CONCRETE MEMBERS, BULB T 12 EACH DOWNSPOUT SPLASH APRONS 12 EACH DRAINAGE INLET, 34" X 24" 2 EACH DRAINAGE INLET, 66" X 30" 1 EACH DRAINAGE INLET, 66" X 66" 1 EACH MANHOLE, 66" X 30" 1 LS PERSONAL GRATE FOR PIPE INLET 406 TON RIPRAP, R-4 165 TON RIPRAP, R-5 43178 SY GEOTEXTILES, SEPARATION 190 LF PERFORATED PIPE UNDERDRAINS, 4" 7050 LF PERFORATED PIPE UNDERDRAINS, 6" 193 LF PERFORATED PIPE UNDERDRAINS, 12" 2999 LF GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1 4 EACH IMPACT ATTENUATOR, TYPE I 5048 EADY PLASTIC DRUMS 41 EACH REFLECTOR PANELS 2050 LF FURNISH AND MAINTAIN PORTABLE P.C.C. SAFETY BARRIER 11 EACH GUARDRAIL END TREATMENT ATTENUATOR,TYPE 2 2 EACH GUARDRAIL END TREATMENT ATTENUATOR,TYPE 3 4 EACH GUARDRAIL TO BARRIER CONNECTION, APPROACH TYPE 1 10 EACH MONUMENTS 494 LF |
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