NEDOT US 73 GRADE CONCRETE PAVEMENT BRIDGES
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| Location: | Richardson County, Nebraska | Phase: | Bid Phase |
| Building Type: | Bridge & Culvert | Stage: | Biddate Set |
| Work Type: | Alteration | Bid Date: | 2009-11-12 |
| Last Updated: | 2009-10-31 | ||
Project Description
Bridge[s] & Culvert[s],Road[s],Excavating & Grading 1 TITLE PAGE 2-T1-2-T2 TYPICAL CROSS SECTIONS 2-S1-2-S3 SUMMARY OF QUANTITIES&DETOUR LOCATION MAP 2-W1-2-W2 WETLANDS 2-H1-2-H2 HORIZONTAL ALIGNMENT&ORIENTATION 2-N1 GENERAL INFORMATION 2-N2 GENERAL INFORMATION--MILLED RUMBLE STRIPS 2-N3-2-N6 GENERAL INFORMATION--ACCESS CROSSING 2-L1-2-L4 EROSION CONTROL 3-7 PLAN&PROFILE SHEETS 8-11 EARTHWORK DATA SHEETS 12-17 DRAINAGE STRUCTURE CROSS SECTIONS 18-35 SPECIAL PLAN 1 CONCRETE GIRDER BRIDGE(IT-400)STA. 2895+32.60 36-55 SPECIAL PLAN 2 CONCRETE GIRDER BRIDGE(NU 1100)STA. 2902+99.20 56-75 SPECIAL PLAN 3 ROLLED BEAM GIRDER BRIDGE STA. 2902+99.20 76-93 SPECIAL PLAN 4 PRESTRESSED GIRDER BRIDGE(NU 900)STA. 2915+75.50 94-111 SPECIAL PLAN 5 ROLLED BEAM GIRDER BRIDGE STA. 2915+75.50 112 SPECIAL PLAN 1C CONCRETE HEADWALL 113-114 SPECIAL PLAN 2C 5' X 4' TWIN SPAN RC BOX CULVERT STA. 2862+75.00 115-116 SPECIAL PLAN 3C 9' X 8' TWIN SPAN RC BOX CULVERT STA. 2879+29.00 117-125 SPECIAL PLAN 4C GUARDRAIL PLAN 126 SPECIAL PLAN 5C EROSION CHECKS(ALL TYPES)&FABRIC SILT CHECKS 127-128 SPECIAL PLAN 6C TEMPORARY SILT CHECKS R1-R4 RIGHT-OF-WAY SHEETS X1-X47 CROSS SECTIONS STANDARD PLANS 309 MAILBOX SUPPORT POST 329-R7(4 SHEETS)8 TO 16 INCH CONCRETE PAVEMENT 410-R3(2 SHEETS)FLARED END SECTIONS FOR CULVERT PIPES 411(4 SHEETS)BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE 425-R4 COLLARS AND ELBOWS FOR CONCRETE PIPES 501-R5(3 SHEETS)EROSION CONTROL 502 SILT FENCE DETAILS 804 PRECAST CONCRETE R.O.W. MARKER 920-R5(2 SHEETS)TRAFFIC CONTROL,CONSTRUCTION AND MAINTENANCE 923 TRAFFIC CONTROL--ROAD CLOSURE Quantities shown herein are FOR INFORMATION ONLY and should not be used for bidding purposes. The Department reserves the right to change these quantities without notice. GROUP 1 GRADING MOBILIZATION LUMP LUMP GENERAL CLEARING AND GRUBBING LUMP LUMP EXCAVATION 21,031 CY EXCAVATION,BORROW 96,366 CY WATER 206 MGAL RIGHT-OF-WAY MARKERS 20 EACH RIPRAP FILTER FABRIC 196 SY REMOVE PAVEMENT 17,842 SY REMOVE ASPHALT SURFACE 21,974 SY 24" DRIVE PIPE 2,3,4,5,6,7 OR 8 260 LF ROCK RIPRAP,TYPE A 61 TON ROCK RIPRAP,TYPE B 85 TON REMOVE GUARDRAIL 2,233 LF COVER CROP SEEDING 19 ACRE EROSION CONTROL,CLASS 1C 14,560 SY EROSION CONTROL,CLASS 1D 9,575 SY EROSION CONTROL,CLASS 2A 3,389 SY EROSION CONTROL,CLASS 2B 334 SY EROSION CONTROL,CLASS 2C 78 SY EROSION CHECKS,TYPE 1D 174 BALE EROSION CHECKS,TYPE 2A 156 BALE EROSION CHECKS,TYPE WATTLE 360 LF FABRIC SILT FENCE-LOW POROSITY 4,787 LF GROUP 3 CONCRETE PAVEMENT MOBILIZATION LUMP LUMP GRAVEL SURFACE COURSE 148 TON GRAVEL EMBEDMENT 767 SY MAILBOX POST 1 EACH 9" DOWELED CONC PVMT,47B-3500 21,081 SY CONC SMOOTHNESS TESTING LUMP LUMP FOUNDATION COURSE 35,136 SY GRANULAR SUBDRAIN 80 EACH STABILIZED SUBGRADE 35,136 SY TYPE FLY ASH SURFACING 6" 14,910 SY PREP OF INTER&DRIVE 856 SY WATER 177 MGAL EARTH SHOULDER CONSTRUCTION 158 STA RUMBLE STRIPS,ASPHALT 174 STA SURFACE UNDER GUARDRAIL 775 SY FLY ASH 1,508 TON GROUP 4 CULVERTS MOBILIZATION LUMP LUMP REMOVE FLARED-END SECTION 2 EACH REMOVE STRUCTURE 1 EACH AT STA. 2879+29 EXC FOR PIPE,PIPE-ARCH CULV,AND HDWL 1,422 CY EXCAVATION FOR BOX CULVERTS 1,037 CY 47B-3000 CONC FOR HDWL 4 CY 47B-3000 CONC FOR BOX CULV 275 CY RE-STEEL FOR HEADWALL 817 LB RE-STEEL FOR BOX CULVERT 23,734 LB 24" FLARED-END SECTION 2 EACH 54" FLARED-END SECTION 2 EACH 36" METAL FLARED-END SECTION 1 EACH 54" CULV PIPE 2,5 98 LF 24" CULV PIPE 2,5,7,8 64 LF 24" CULV PIPE 3,4,5,6 60 LF 36" CULV PIPE 3,4,5,6 210 LF GROUP 5 SEEDING MOBILIZATION LUMP LUMP SEEDING,TYPE A 12 ACRE SEEDING,TYPE B 7 ACRE MULCH 43 TON GROUP 6 BRIDGE AT STA. 2895+32.60 MOBILIZATION LUMP LUMP EXCAVATION(ESTABLISHED QUANTITY)565 CY RIPRAP FILTER FABRIC 76 SY CONC FOR PVMT APPROACHES CLASS 47BD-4000 210 CY EPOXY COATED RE-STEEL FOR PVMT APPROACH 37,565 LB ABUTMENT NO.1 EXCAVATION LUMP LUMP ABUTMENT NO.2 EXCAVATION LUMP LUMP BENT NO.1 EXCAVATION LUMP LUMP BENT NO.2 EXCAVATION LUMP LUMP ELASTOMERIC BEARING 120 EACH 47B-3000 CONC FOR BRIDGE 223 CY 47BD-4000 CONC FOR BRIDGE 166 CY PRECAST/PRESTRESSED CONC SUPERSTR LUMP LUMP AT STA. 2895+32.60 REMOVE STRUCTURE 1 EACH AT STA. 2895+32.60 ACCESS CROSSING LUMP LUMP STRUC STEEL FOR SUBSTRUCTURE 700 LB STEEL DIAPHRAGM 12 EACH ROCK RIPRAP,TYPE A 25 TON ROCK RIPRAP,TYPE B 150 TON EPOXY COATED RE-STEEL 56,905 LB SUBSURFACE DRAINAGE MATTING 48 SY HP 12"X53# STEEL PILING 3,010 LF STEEL SHEET PILING 3,073 SF GRANULAR BACKFILL 230 CY GROUP 6A BRIDGE AT STA. 2902+99.20 MOBILIZATION LUMP LUMP EXCAVATION(ESTABLISHED QUANTITY)5,110 CY RIPRAP FILTER FABRIC 930 SY CONC FOR PVMT APPROACHES CLASS 47BD-4000 209 CY EPOXY COATED RE-STEEL FOR PVMT APPROACH 37,435 LB ABUTMENT NO.1 EXCAVATION LUMP LUMP ABUTMENT NO.2 EXCAVATION LUMP LUMP BENT NO.1 EXCAVATION LUMP LUMP BENT NO.2 EXCAVATION LUMP LUMP PRECOMPRESSED POLY FOAM JOINT,TYPE B 106 LF EXPANSION BEARING,TFE TYPE 10 EACH FIXED BEARING 20 EACH 47B-3000 CONC FOR BRIDGE 393 CY 47BD-4000 CONC FOR BRIDGE 380 CY PRECAST/PRESTRESSED CONC SUPERSTR LUMP LUMP AT STA. 2902+99.20 REMOVE STRUCTURE 1 EACH AT STA. 2902+99.20 ACCESS BRIDGE LUMP LUMP STRUC STEEL FOR SUBSTRUCTURE 1,435 LB ROCK RIPRAP,TYPE A 25 TON ROCK RIPRAP,TYPE B 845 TON EPOXY COATED RE-STEEL 91,260 LB SUBSURFACE DRAINAGE MATTING 90 SY HP 12"X53# STEEL PILING 3,705 LF STEEL SHEET PILING 4,399 SF GRANULAR BACKFILL 325 CY GROUP 6B BRIDGE AT STA. 2902+99.20 MOBILIZATION LUMP LUMP EXCAVATION(ESTABLISHED QUANTITY)5,110 CY RIPRAP FILTER FABRIC 930 SY CONC FOR PVMT APPROACHES CLASS 47BD-4000 209 CY EPOXY COATED RE-STEEL FOR PVMT APPROACH 37,435 LB ABUTMENT NO.1 EXCAVATION LUMP LUMP ABUTMENT NO.2 EXCAVATION LUMP LUMP BENT NO.1 EXCAVATION LUMP LUMP BENT NO.2 EXCAVATION LUMP LUMP PRECOMPRESSED POLY FOAM JOINT,TYPE B 106 LF EXPANSION BEARING,TFE TYPE 10 EACH FIXED BEARING 20 EACH 47B-3000 CONC FOR BRIDGE 374 CY 47BD-4000 CONC FOR BRIDGE 363 CY REMOVE STRUCTURE 1 EACH AT STA. 2902+99.20 ACCESS BRIDGE LUMP LUMP STEEL SUPERSTRUCTURE LUMP LUMP AT STA. 2902+99.20 STRUC STEEL FOR SUBSTRUCTURE 1,525 LB ROCK RIPRAP,TYPE A 25 TON ROCK RIPRAP,TYPE B 845 TON EPOXY COATED RE-STEEL 122,445 LB SUBSURFACE DRAINAGE MATTING 93 SY HP 12"X53# STEEL PILING 3,705 LF STEEL SHEET PILING 4,399 SF GRANULAR BACKFILL 325 CY GROUP 6C BRIDGE AT STA. 2915+75.50 MOBILIZATION LUMP LUMP EXCAVATION(ESTABLISHED QUANTITY)430 CY RIPRAP FILTER FABRIC 85 SY CONC FOR PVMT APPROACHES CLASS 47BD-4000 210 CY EPOXY COATED RE-STEEL FOR PVMT APPROACH 36,760 LB ABUTMENT NO.1 EXCAVATION LUMP LUMP ABUTMENT NO.2 EXCAVATION LUMP LUMP BENT NO.1 EXCAVATION LUMP LUMP BENT NO.2 EXCAVATION LUMP LUMP EXPANSION BEARING,TFE TYPE 10 EACH FIXED BEARING 20 EACH 47B-3000 CONC FOR BRIDGE 280 CY 47BD-4000 CONC FOR BRIDGE 235 CY PRECAST/PRESTRESSED CONC SUPERSTR LUMP LUMP AT STA. 2915+75.50 REMOVE STRUCTURE 1 EACH AT STA. 2915+75.50 ACCESS CROSSING LUMP LUMP STRUC STEEL FOR SUBSTRUCTURE 1,165 LB ROCK RIPRAP,TYPE A 25 TON ROCK RIPRAP,TYPE B 215 TON EPOXY COATED RE-STEEL 60,415 LB SUBSURFACE DRAINAGE MATTING 80 SY HP 12"X53# STEEL PILING 2,390 LF STEEL SHEET PILING 5,180 SF GRANULAR BACKFILL 320 CY GROUP 6D BRIDGE AT STA. 2915+75.50 MOBILIZATION LUMP LUMP EXCAVATION(ESTABLISHED QUANTITY)430 CY RIPRAP FILTER FABRIC 85 SY CONC FOR PVMT APPROACHES CLASS 47BD-4000 210 CY EPOXY COATED RE-STEEL FOR PVMT APPROACH 36,760 LB ABUTMENT NO.1 EXCAVATION LUMP LUMP ABUTMENT NO.2 EXCAVATION LUMP LUMP BENT NO.1 EXCAVATION LUMP LUMP BENT NO.2 EXCAVATION LUMP LUMP EXPANSION BEARING,TFE TYPE 10 EACH FIXED BEARING 20 EACH 47B-3000 CONC FOR BRIDGE 265 CY 47BD-4000 CONC FOR BRIDGE 236 CY REMOVE STRUCTURE 1 EACH AT STA. 2915+75.50 ACCESS CROSSING LUMP LUMP STEEL SUPERSTRUCTURE LUMP LUMP AT STA. 2915+75.50 STRUC STEEL FOR SUBSTRUCTURE 1,055 LB ROCK RIPRAP,TYPE A 25 TON ROCK RIPRAP,TYPE B 215 TON EPOXY COATED RE-STEEL 62,985 LB SUBSURFACE DRAINAGE MATTING 81 SY HP 12"X53# STEEL PILING 2,300 LF STEEL SHEET PILING 5,180 SF GRANULAR BACKFILL 320 CY GROUP 7 GUARDRAIL MOBILIZATION LUMP LUMP W-BEAM GUARDRAIL 606 LF BRIDGE APPROACH SECTIONS 12 EACH GUARDRAIL END TREATMENT,TYPE I 2 EACH GUARDRAIL END TREATMENT,TYPE II 10 EACH GROUP 10 GENERAL ITEMS BARRICADE,TYPE III 10,542 BDAY SIGN DAY 5,522 EACH CONTRACTOR FURNISHED SIGN DAY 3,012 EACH FIELD OFFICE 1 EACH TRAINING 2,000 HOUR MOBILIZATION LUMP LUMP CONSTRUCTION STAKING AND SURVEYING LUMP LUMP RENTAL OF LOADER,FULLY OPERATED 70 HOUR RENTAL OF DUMP TRUCK,FULLY OPERATED 70 HOUR RENTAL OF SKID LOADER,FULLY OPERATED 70 HOUR RENT CRAWLER MNTED HYD EXCAVATOR,F.O. 70 HOUR TEMPORARY SILT CHECK 500 LF TEMPORARY SILT FENCE 2,000 LF TEMPORARY EARTH CHECK 500 LF TEMPORARY MULCH 4 TON
Project Value
| Estimated Value: | $4,500,000 |
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