Difference between revisions of "Bid item list"
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{| class="wikitable sortable" | {| class="wikitable sortable" | ||
|- | |- | ||
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! BID ITEM | ! BID ITEM | ||
! UNIT | ! UNIT | ||
! NOTES | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec101.pdf|'''101]] || MAINTENANCE BOND ||| LS | | style="text-align: center;" | [[Media:Sec101.pdf|'''101]] || MAINTENANCE BOND ||| LS | ||
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| style="text-align: center;" | [[Media:Sec205.pdf|'''205''']] || EXCAVATION (UNSTABLE) ||| CUYD | | style="text-align: center;" | [[Media:Sec205.pdf|'''205''']] || EXCAVATION (UNSTABLE) ||| CUYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || COMPACTION OF EARTHWORK (*)(**) ||| CUYD | | style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || COMPACTION OF EARTHWORK (TYPE *) (MR-**) ||| CUYD ||| * TYPE OF COMPACTION, ** MOISTURE RANGE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || EMBANKMENT (CONTRACTOR FURNISHED) ||| CUYD | | style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || EMBANKMENT (CONTRACTOR FURNISHED) ||| CUYD | ||
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| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || FLY ASH ||| TON | | style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || FLY ASH ||| TON | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || MANIPULATION FOR | | style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || CEMENT ||| TON | ||
|- | |||
| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || MANIPULATION FOR TREATED SUBGRADE (*) ||| SQYD ||| * DEPTH | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || EXCAVATION (UNSUITABLE) ||| CUYD | | style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || EXCAVATION (UNSUITABLE) ||| CUYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec304.pdf|'''304''']] || AGGREGATE BASE COURSE (OP SPECIAL) (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec304.pdf|'''304''']] || AGGREGATE BASE COURSE (OP SPECIAL) (*) ||| SQYD ||| * DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] - [[Media:Sec836.pdf|'''836''']] || AGGREGATE BASE (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] - [[Media:Sec836.pdf|'''836''']] || AGGREGATE BASE (*) (**) ||| SQYD ||| * TYPE, ** DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] || AGGREGATE SHOULDER (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] || AGGREGATE SHOULDER (*) (**) ||| SQYD ||| * TYPE, ** DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec309.pdf|'''309''']] || FOUNDATION STABILIZATION ||| CUYD | | style="text-align: center;" | [[Media:Sec309.pdf|'''309''']] || FOUNDATION STABILIZATION ||| CUYD | ||
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| style="text-align: center;" | [[Media:Sec316.pdf|'''316''']] || TYPE II STREET REPAIR ||| SQYD | | style="text-align: center;" | [[Media:Sec316.pdf|'''316''']] || TYPE II STREET REPAIR ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec882.pdf|'''882''']] || KCMMB 4K CONCRETE (*) ||| CUYD | | style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec882.pdf|'''882''']] || KCMMB 4K CONCRETE (*) ||| CUYD ||| * ITEM DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec735.pdf|'''735''']] - [[Media:Sec746.pdf|'''746''']] || KCMMB 5K CONCRETE (*) ||| CUYD | | style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec735.pdf|'''735''']] - [[Media:Sec746.pdf|'''746''']] || KCMMB 5K CONCRETE (*) ||| CUYD ||| * ITEM DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec502.pdf|'''502''']] || CONCRETE PAVEMENT (* UNIFORM)(AE)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec502.pdf|'''502''']] || CONCRETE PAVEMENT (* UNIFORM) (AE) (**) ||| SQYD ||| * THICKNESS, ** PLAIN or NRDJ | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec503.pdf|'''503''']] || CONCRETE COLLAR ||| EACH | | style="text-align: center;" | [[Media:Sec503.pdf|'''503''']] || CONCRETE COLLAR ||| EACH | ||
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| style="text-align: center;" | [[Media:Sec608.pdf|'''608''']] || FOURTH SWEEPING ||| SQYD | | style="text-align: center;" | [[Media:Sec608.pdf|'''608''']] || FOURTH SWEEPING ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || MILLING (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || MILLING (*) (**) ||| SQYD ||| * WIDTH, ** DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || SPECIAL CLEANING OF MILLED SURFACES ||| LS | | style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || SPECIAL CLEANING OF MILLED SURFACES ||| LS | ||
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| style="text-align: center;" | [[Media:Sec616.pdf|'''616''']] || POTHOLE REPAIR ||| SQFT | | style="text-align: center;" | [[Media:Sec616.pdf|'''616''']] || POTHOLE REPAIR ||| SQFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec617.pdf|'''617''']] || TEXTURING (ALL TYPES) SPECIFIED MACROTEXTURE (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec617.pdf|'''617''']] || TEXTURING (ALL TYPES) SPECIFIED MACROTEXTURE (*) (**) ||| SQYD ||| * DEPTH, ** THOROUGHFARE or RESIDENTIAL | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec618.pdf|'''618''']] || ASPHALTIC BASE REPAIR ||| TON | | style="text-align: center;" | [[Media:Sec618.pdf|'''618''']] || ASPHALTIC BASE REPAIR ||| TON | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || ASPHALT PATCHING | | style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || ASPHALT PATCHING ||| TON | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || PARTIAL DEPTH PATCHING ||| TON | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec620.pdf|'''620''']] || ASPHALT SIDEWALK (INTERMEDIATE COURSE) (*) ||| TON ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || DRILLED SHAFTS (*) (**) ||| LNFT ||| * SIZE, ** CASED if specified | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || SONIC TEST (DRILLED SHAFT)(SET PRICE) ||| EACH | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || PERMANENT CASING (*) (SET PRICE) ||| LNFT ||| * SIZE | ||
|- | |||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || SONIC TEST (DRILLED SHAFT) (SET PRICE) ||| EACH | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || CORE HOLE (INVESTIGATIVE) ||| LNFT | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || CORE HOLE (INVESTIGATIVE) ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || STEEL PILES (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || STEEL PILES (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || PRE-DRILLED PILE HOLES ||| LNFT | | style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || PRE-DRILLED PILE HOLES ||| LNFT | ||
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| style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || CAST STEEL PILE POINTS ||| EACH | | style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || CAST STEEL PILE POINTS ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec711.pdf|'''711''']] || REINFORCING STEEL (*)(**) ||| LBS. | | style="text-align: center;" | [[Media:Sec711.pdf|'''711''']] || REINFORCING STEEL (*) (**) ||| LBS. ||| * GRADE, ** EPOXY COATED if specified | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec715.pdf|'''715''']] || PRESTRESSED CONCRETE BEAMS (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec715.pdf|'''715''']] || PRESTRESSED CONCRETE BEAMS (*) (**) ||| LNFT ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec721.pdf|'''721''']] || HANDRAIL (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec721.pdf|'''721''']] || HANDRAIL (*) (**) ||| LNFT ||| * TYPE, ** HEIGHT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec724.pdf|'''724''']] || BRIDGE BACKWALL PROTECTION SYSTEM ||| SQYD | | style="text-align: center;" | [[Media:Sec724.pdf|'''724''']] || BRIDGE BACKWALL PROTECTION SYSTEM ||| SQYD | ||
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| style="text-align: center;" | [[Media:Sec726.pdf|'''726''']] || CONCRETE MASONRY COATING ||| SQYD | | style="text-align: center;" | [[Media:Sec726.pdf|'''726''']] || CONCRETE MASONRY COATING ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec735.pdf|'''735''']] || REINFORCED CONCRETE BOX (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec735.pdf|'''735''']] || REINFORCED CONCRETE BOX (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec802.pdf|'''802''']] || CONTRACTOR CONSTRUCTION STAKING ||| LS | | style="text-align: center;" | [[Media:Sec802.pdf|'''802''']] || CONTRACTOR CONSTRUCTION STAKING ||| LS | ||
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| style="text-align: center;" | [[Media:Sec809.pdf|'''809''']] || CONCRETE SAFETY BARRIER ||| LNFT | | style="text-align: center;" | [[Media:Sec809.pdf|'''809''']] || CONCRETE SAFETY BARRIER ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*)(**) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) (**) ||| EACH ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || JUNCTION BOX (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || JUNCTION BOX (*) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MANHOLE (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MANHOLE (*) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*)(**) REMOVE AND REPLACE W/O FLOOR (10" FRAME) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) (**) REMOVE AND REPLACE W/O FLOOR (10" FRAME) ||| EACH ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) TYPE I REPAIR (10" FRAME) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) TYPE I REPAIR (10" FRAME) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || GRATE INLET REPAIR (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || GRATE INLET REPAIR (*) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MODIFICATION OF STRUCTURE (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MODIFICATION OF STRUCTURE (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec816.pdf|'''816''']] || ADJUSTMENT OF MANHOLES ||| EACH | | style="text-align: center;" | [[Media:Sec816.pdf|'''816''']] - [[Media:Sec816-R01.pdf|'''816-R01''']] || ADJUSTMENT OF MANHOLES ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * STORM | | style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * STORM SEWER (**) ||| LNFT ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * END SECTION (**) ||| EACH | | style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * END SECTION (**) ||| EACH ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec820.pdf|'''820''']] || SLOPE DRAIN (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec820.pdf|'''820''']] || SLOPE DRAIN (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || PIPE UNDERDRAIN (6")(TYPE H or TYPE T) ||| LNFT | | style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || PIPE UNDERDRAIN (6") (TYPE H or TYPE T) ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || OUTLET PIPE (6")(TYPE K) ||| LNFT | | style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || OUTLET PIPE (6") (TYPE K) ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK CONSTRUCTION (*) ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK CONSTRUCTION (*) ||| SQFT ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVE AND REPLACE (*) ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVE AND REPLACE (*) ||| SQFT ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK RAMP CONSTRUCTION ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK RAMP CONSTRUCTION ||| SQFT | ||
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| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVAL ONLY ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVAL ONLY ||| SQFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE, UNSPECIFIED LOCATIONS ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE, UNSPECIFIED LOCATIONS ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL, STEEL PLATE ||| LNFT | | style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL, STEEL PLATE ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL END TERMINAL (*) ||| EACH | | style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL END TERMINAL (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*) (**) ||| LNFT ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*)(TEMPORARY) ||| LNFT | | style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*) (**) (TEMPORARY) ||| LNFT ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || GATE (*)(**) ||| EACH | | style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || GATE (*) (**) ||| EACH ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec829.pdf|'''829''']] || RIPRAP (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec829.pdf|'''829''']] || RIPRAP (*) (**) ||| SQYD ||| * SERIES, ** THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || CONCRETE DITCH LINING (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || CONCRETE DITCH LINING (*) ||| SQYD ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || DITCH LINING, CONNECTION ||| EACH | | style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || DITCH LINING, CONNECTION ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || CONCRETE PAVEMENT PATCHING (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || CONCRETE PAVEMENT PATCHING (*) ||| SQYD ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || EXTRA WORK SAW CUT ||| LNFT | | style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || EXTRA WORK SAW CUT ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP JOINTS ( | | style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP JOINTS (TRANSVERSE) ||| LNFT | ||
|- | |||
| style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP JOINTS (LONGITUDINAL) ||| LNFT | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP CRACKS ||| LNFT | | style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP CRACKS ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec836.pdf|'''836''']] || CONCRETE DRIVEWAY (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec836.pdf|'''836''']] || CONCRETE DRIVEWAY (*) ||| SQYD ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec836.pdf|'''836''']] || ASPHALT DRIVEWAY (INTERMEDIATE COURSE) (*) ||| TON | | style="text-align: center;" | [[Media:Sec836.pdf|'''836''']] || ASPHALT DRIVEWAY (INTERMEDIATE COURSE) (*) ||| TON ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec840.pdf|'''840''']] || TEMPORARY SURFACING MATERIAL (*) ||| TON | | style="text-align: center;" | [[Media:Sec840.pdf|'''840''']] || TEMPORARY SURFACING MATERIAL (*) ||| TON ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec855.pdf|'''855''']] || CONCRETE PAVER STONES ||| SQFT | | style="text-align: center;" | [[Media:Sec855.pdf|'''855''']] || CONCRETE PAVER STONES ||| SQFT | ||
Line 217: | Line 223: | ||
| style="text-align: center;" | [[Media:Sec863.pdf|'''863''']] || SERVICE WATER LINE RELOCATION ||| EACH | | style="text-align: center;" | [[Media:Sec863.pdf|'''863''']] || SERVICE WATER LINE RELOCATION ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec864.pdf|'''864''']] || STORMWATER TREATMENT UNIT (*) ||| EACH | | style="text-align: center;" | [[Media:Sec864.pdf|'''864''']] || STORMWATER TREATMENT UNIT (*) ||| EACH ||| * SIZE or TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec865.pdf|'''865''']] || * SANITARY SEWERS (**) ||| LNFT | | style="text-align: center;" | [[Media:Sec865.pdf|'''865''']] || * SANITARY SEWERS (**) ||| LNFT ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec865.pdf|'''865''']] || * SANITARY LATERAL RELOCATION (**) ||| LNFT | | style="text-align: center;" | [[Media:Sec865.pdf|'''865''']] || * SANITARY LATERAL RELOCATION (**) ||| LNFT ||| * SIZE, TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec865.pdf|'''865''']] || MANHOLE (SANITARY) (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec865.pdf|'''865''']] || MANHOLE (SANITARY) (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec866.pdf|'''866''']] || SANITARY SEWER ENCASEMENT ||| LNFT | | style="text-align: center;" | [[Media:Sec866.pdf|'''866''']] || SANITARY SEWER ENCASEMENT ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec868.pdf|'''868''']] || PROJECT SIGN (*) ||| EACH | | style="text-align: center;" | [[Media:Sec866.pdf|'''866''']] || SANITARY SEWER CAGED REINFORCED CONCRETE ENCASEMENT ||| LNFT | ||
|- | |||
| style="text-align: center;" | [[Media:Sec868.pdf|'''868''']] || PROJECT SIGN (*) ||| EACH ||| * TYPE | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec869.pdf|'''869''']] || LAND CORNER MONUMENT BOX ||| EACH | | style="text-align: center;" | [[Media:Sec869.pdf|'''869''']] || LAND CORNER MONUMENT BOX ||| EACH | ||
Line 243: | Line 251: | ||
| style="text-align: center;" | [[Media:Sec880.pdf|'''880''']] || GUARDRAIL MODIFICATIONS ||| LS | | style="text-align: center;" | [[Media:Sec880.pdf|'''880''']] || GUARDRAIL MODIFICATIONS ||| LS | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec885.pdf|'''885''']] || RESIDENT TRANSPORTATION SERVICE ||| LS | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec886.pdf|'''886''']] || PRIVATE DRAINAGE CONNECTION ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec901.pdf|'''901''']] || STORMWATER POLLUTION CONTROL MANAGER ||| EACH | | style="text-align: center;" | [[Media:Sec901.pdf|'''901''']] || STORMWATER POLLUTION CONTROL MANAGER ||| EACH ||| Measured per each calendar week. | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec901.pdf|'''901''']] || SWPPP INSPECTION ||| EACH | | style="text-align: center;" | [[Media:Sec901.pdf|'''901''']] || SWPPP INSPECTION ||| EACH | ||
Line 253: | Line 261: | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || COMPOST COVER ||| CUYD | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || COMPOST COVER ||| CUYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || EROSION CONTROL BLANKETS ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || EROSION CONTROL BLANKETS (* & **) ||| SQYD ||| * CLASS, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TURF REINFORCEMENT MAT ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TURF REINFORCEMENT MAT (* & **) ||| SQYD ||| * CLASS, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || HYDRAULIC EROSION CONTROL ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || HYDRAULIC EROSION CONTROL (*) ||| LBS. ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY SLOPE DRAIN ||| LNFT | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY SLOPE DRAIN ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || BIODEGRADABLE LOG ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || BIODEGRADABLE LOG (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || CONSTRUCTION ENTRANCE ||| SQYD | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || CONSTRUCTION ENTRANCE ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY DITCH CHECK ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY DITCH CHECK (*) ||| EACH ||| *TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY DIVERSION BERM ||| LNFT | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY DIVERSION BERM ||| LNFT | ||
Line 271: | Line 279: | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY FILTER BERM ||| LNFT | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY FILTER BERM ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || FILTER | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || FILTER SOCK (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY INLET SEDIMENT BARRIER ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY INLET SEDIMENT BARRIER (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY SEDIMENT BASIN ||| LS | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY SEDIMENT BASIN ||| LS | ||
Line 281: | Line 289: | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || SILT FENCE ||| LNFT | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || SILT FENCE ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || SYNTHETIC SEDIMENT BARRIER ( | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || SYNTHETIC SEDIMENT BARRIER (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY STREAM CROSSING ||| EACH | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY STREAM CROSSING ||| EACH | ||
Line 287: | Line 295: | ||
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY SEEDING ||| ACRE | | style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY SEEDING ||| ACRE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec904.pdf|'''904''']] || SEED (*) ||| ACRE | | style="text-align: center;" | [[Media:Sec904.pdf|'''904''']] || SEED (*) ||| ACRE ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec906.pdf|'''906''']] || TOPSOIL ||| CUYD | | style="text-align: center;" | [[Media:Sec906.pdf|'''906''']] || TOPSOIL ||| CUYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec907.pdf|'''907''']] || SOD (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec907.pdf|'''907''']] || SOD (*) ||| SQYD ||| * TYPE | ||
|- | |||
| style="text-align: center;" | [[Media:Sec908.pdf|'''908''']] || LANDSCAPING (*) ||| LS ||| * TRACT | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec908.pdf|'''908''']] || TREE REPLACEMENT ||| EACH | | style="text-align: center;" | [[Media:Sec908.pdf|'''908''']] || TREE REPLACEMENT ||| EACH | ||
Line 299: | Line 309: | ||
| style="text-align: center;" | [[Media:Sec908.pdf|'''908''']] || PERENNIAL ||| EACH | | style="text-align: center;" | [[Media:Sec908.pdf|'''908''']] || PERENNIAL ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec914.pdf|'''914''']] || LAWN SPRINKLER SYSTEM | | style="text-align: center;" | [[Media:Sec914.pdf|'''914''']] || LAWN SPRINKLER SYSTEM ||| LS | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec915.pdf|'''915''']] || LAWN SPRINKLER SYSTEM REPAIR ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || STREET LIGHTING INSTALLATION ||| LS ||| Lump Sum is the preferred bid unit for Street Lighting Installation. | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] - [[Media:Sec1020.pdf|'''1020''']] - [[Media:Sec1040.pdf|'''1040''']] || CONDUIT ( | | style="text-align: center;" | [[Media:Sec1020.pdf|'''1020''']] || TRAFFIC SIGNAL INSTALLATION (*) ||| LS ||| * LOCATION, Lump Sum is the preferred bid unit for Traffic Signal Installation. | ||
|- | |||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] - [[Media:Sec1020.pdf|'''1020''']] - [[Media:Sec1040.pdf|'''1040''']] || CONDUIT (*) (**) ||| LNFT ||| * SIZE, ** TYPE | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || DISTRIBUTION CABLE ||| LNFT | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || DISTRIBUTION CABLE ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1020.pdf|'''1020''']] || CABLE ( | | style="text-align: center;" | [[Media:Sec1020.pdf|'''1020''']] || CABLE (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || POLE AND BRACKET CABLE ||| LNFT | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || POLE AND BRACKET CABLE ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] - [[Media:Sec1020.pdf|'''1020''']] || JUNCTION BOX ( | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] - [[Media:Sec1020.pdf|'''1020''']] || JUNCTION BOX (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] - [[Media:Sec1020.pdf|'''1020''']] || SERVICE BOX ( | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] - [[Media:Sec1020.pdf|'''1020''']] || SERVICE BOX () ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || LUMINAIRE ( | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || LUMINAIRE (*) ||| EACH ||| * CLASS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || ALUMINUM STREETLIGHT POLE ( | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || ALUMINUM STREETLIGHT POLE (*) (**) ||| EACH ||| * SERIES, ** ARM LENGTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || SCREW-IN FOUNDATION ( | | style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || SCREW-IN FOUNDATION (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1020.pdf|'''1020''']] - [[Media:Sec1021.pdf|'''1021''']] || DETECTOR LOOP ( | | style="text-align: center;" | [[Media:Sec1020.pdf|'''1020''']] - [[Media:Sec1021.pdf|'''1021''']] || DETECTOR LOOP (*) ||| EACH ||| * SIZE or TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1021.pdf|'''1021''']] || DETECTOR CARD ( | | style="text-align: center;" | [[Media:Sec1021.pdf|'''1021''']] || DETECTOR CARD (*) ||| EACH ||| * NUMBER OF CHANNELS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || FIBER OPTIC COMMUNICATION SYSTEM INSTALLATION ||| LS | | style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || FIBER OPTIC COMMUNICATION SYSTEM INSTALLATION ||| LS ||| Lump Sum is the preferred bid unit for Fiber Optic Communication System Installation. | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || FIBER OPTIC CABLE ( | | style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || FIBER OPTIC CABLE (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || ITS TERMINATION DROP CABLE ||| EACH | | style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || ITS TERMINATION DROP CABLE ||| EACH | ||
Line 345: | Line 357: | ||
| style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || FIBER OPTIC ETHERNET SWITCH ||| EACH | | style="text-align: center;" | [[Media:Sec1040.pdf|'''1040''']] || FIBER OPTIC ETHERNET SWITCH ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || PERMANENT TRAFFIC CONTROL | | style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || PERMANENT TRAFFIC CONTROL SIGNS ||| LS | ||
|- | |||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || PERMANENT TRAFFIC CONTROL SIGNS ||| SQFT ||| Square foot is the preferred bid unit for Permanent Traffic Control Signs. | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || 1-3/4" X 1-3/4" SIGN POSTS ||| LNFT | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || 2" X 2" SIGN POST ANCHORS ||| LNFT | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || 2-1/4" X 2-1/4" ANCHOR SLEEVES ||| LNFT | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || CONCRETE SURFACE MOUNT ANCHOR ||| EACH | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1060.pdf|'''1060''']] || CONCRETE PAVER STONE ANCHOR AND SLEEVE ||| EACH | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1062.pdf|'''1062''']] || ARTERIAL DYNAMIC MESSAGE SIGNS ||| LS | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1063.pdf|'''1063''']] || RRFB (*) (**) ||| EACH ||| * STANDARD PUSHBUTTONS or AUDIBLE PUSHBUTTONS, ** BI-DIRECTIONAL or UNI-DIRECTIONAL | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1064.pdf|'''1064''']] || TUBULAR DELINEATOR (*) (**) ||| EACH ||| * FLUSH MOUNT or GROUND MOUNT, ** WHITE or YELLOW | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1080.pdf|'''1080''']] || TEMPORARY PAVEMENT MARKINGS ||| LS | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1081.pdf|'''1081''']] || INTERIM PAVEMENT MARKINGS ||| LS | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1082.pdf|'''1082''']] - [[Media:Sec1083.pdf|'''1083''']] - [[Media:Sec1084.pdf|'''1084''']] - [[Media:Sec1085.pdf|'''1085''']] - [[Media:Sec1086.pdf|'''1086''']] - [[Media:Sec1087.pdf|'''1087''']] - [[Media:Sec1088.pdf|'''1088''']] - [[Media:Sec1089.pdf|'''1089''']] || PERMANENT PAVEMENT MARKINGS ||| LS | |||
|- | |||
| style="text-align: center;" | [[Media:Sec1082.pdf|'''1082''']] || * COLD PLASTIC PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | |||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1082.pdf|'''1082''']] || * COLD PLASTIC PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1083.pdf|'''1083''']] || * METHYL METHACRYLATE PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1083.pdf|'''1083''']] || * METHYL METHACRYLATE PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1084.pdf|'''1084''']] || * PATTERNED COLD PLASTIC PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1084.pdf|'''1084''']] || * PATTERNED COLD PLASTIC PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1085.pdf|'''1085''']] || * PREFORMED THERMOPLASTIC PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1085.pdf|'''1085''']] || * PREFORMED THERMOPLASTIC PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1086.pdf|'''1086''']] || * THERMOPLASTIC PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1086.pdf|'''1086''']] || * THERMOPLASTIC PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1087.pdf|'''1087''']] || * URETHANE ACRYLATE PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1087.pdf|'''1087''']] || * URETHANE ACRYLATE PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1088.pdf|'''1088''']] || * WATERBORNE PAINT PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1088.pdf|'''1088''']] || WATERBORNE PAINT PAVEMENT MARKINGS | | style="text-align: center;" | [[Media:Sec1088.pdf|'''1088''']] || * WATERBORNE PAINT PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec1089.pdf|'''1089''']] || INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS | | style="text-align: center;" | [[Media:Sec1089.pdf|'''1089''']] || * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR | ||
|- | |- | ||
| style="text-align: center;" | [[Media: | | style="text-align: center;" | [[Media:Sec1089.pdf|'''1089''']] || * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION | ||
|} | |} |
Latest revision as of 14:06, 22 March 2022
SECTION NUMBER | BID ITEM | UNIT | NOTES |
---|---|---|---|
101 | MAINTENANCE BOND | LS | |
103 | PRE CONSTRUCTION SURVEY | EACH | |
104 | FORCE ACCOUNT | LS | |
201 | CLEARING AND GRUBBING | LS | |
202 | REMOVAL OF EXISTING STRUCTURES | LS | |
203 | TREE REMOVAL | EACH | |
205 | UNCLASSIFIED EXCAVATION | CUYD | |
205 | EXCAVATION (UNSTABLE) | CUYD | |
207 | COMPACTION OF EARTHWORK (TYPE *) (MR-**) | CUYD | * TYPE OF COMPACTION, ** MOISTURE RANGE |
207 | EMBANKMENT (CONTRACTOR FURNISHED) | CUYD | |
208 | LINEAR GRADING | LNFT | |
208 | SUBGRADE STABILIZATION | CUYD | |
211 | AREA/SWALE GRADING | LS | |
301 | FLY ASH | TON | |
301 | CEMENT | TON | |
301 | MANIPULATION FOR TREATED SUBGRADE (*) | SQYD | * DEPTH |
301 | EXCAVATION (UNSUITABLE) | CUYD | |
304 | AGGREGATE BASE COURSE (OP SPECIAL) (*) | SQYD | * DEPTH |
305 - 836 | AGGREGATE BASE (*) (**) | SQYD | * TYPE, ** DEPTH |
305 | AGGREGATE SHOULDER (*) (**) | SQYD | * TYPE, ** DEPTH |
309 | FOUNDATION STABILIZATION | CUYD | |
315 | TYPE I STREET REPAIR | SQYD | |
316 | TYPE II STREET REPAIR | SQYD | |
401 - 882 | KCMMB 4K CONCRETE (*) | CUYD | * ITEM DESCRIPTION |
401 - 735 - 746 | KCMMB 5K CONCRETE (*) | CUYD | * ITEM DESCRIPTION |
502 | CONCRETE PAVEMENT (* UNIFORM) (AE) (**) | SQYD | * THICKNESS, ** PLAIN or NRDJ |
503 | CONCRETE COLLAR | EACH | |
600 | ASPHALTIC CONCRETE SURFACE COURSE | TON | |
600 | ASPHALTIC CONCRETE INTERMEDIATE COURSE | TON | |
608 | CHIP SEAL EMULSION | GAL | |
608 | CHIP SEAL AGGREGATE | SQYD | |
608 | CHIP SEAL MANIPULATION | SQYD | |
608 | FIRST SWEEPING | SQYD | |
608 | SECOND SWEEPING | SQYD | |
608 | THIRD SWEEPING | SQYD | |
608 | FOURTH SWEEPING | SQYD | |
612 | MILLING (*) (**) | SQYD | * WIDTH, ** DEPTH |
612 | SPECIAL CLEANING OF MILLED SURFACES | LS | |
613 | ULTRATHIN BONDED ASPHALT SURFACE (UBAS), THOROUGHFARE | SQYD | |
613 | ULTRATHIN BONDED ASPHALT SURFACE (UBAS), RESIDENTIAL | SQYD | |
615 | STREET SWEEPING | LS | |
616 | POTHOLE REPAIR | SQFT | |
617 | TEXTURING (ALL TYPES) SPECIFIED MACROTEXTURE (*) (**) | SQYD | * DEPTH, ** THOROUGHFARE or RESIDENTIAL |
618 | ASPHALTIC BASE REPAIR | TON | |
619 | ASPHALT PATCHING | TON | |
619 | PARTIAL DEPTH PATCHING | TON | |
620 | ASPHALT SIDEWALK (INTERMEDIATE COURSE) (*) | TON | * THICKNESS |
703 | DRILLED SHAFTS (*) (**) | LNFT | * SIZE, ** CASED if specified |
703 | PERMANENT CASING (*) (SET PRICE) | LNFT | * SIZE |
703 | SONIC TEST (DRILLED SHAFT) (SET PRICE) | EACH | |
703 | CORE HOLE (INVESTIGATIVE) | LNFT | |
704 | STEEL PILES (*) | LNFT | * SIZE |
704 | PRE-DRILLED PILE HOLES | LNFT | |
704 | CAST STEEL PILE POINTS | EACH | |
711 | REINFORCING STEEL (*) (**) | LBS. | * GRADE, ** EPOXY COATED if specified |
715 | PRESTRESSED CONCRETE BEAMS (*) (**) | LNFT | * TYPE, ** SIZE |
721 | HANDRAIL (*) (**) | LNFT | * TYPE, ** HEIGHT |
724 | BRIDGE BACKWALL PROTECTION SYSTEM | SQYD | |
725 | ABUTMENT STRIP DRAIN | SQYD | |
726 | CONCRETE MASONRY COATING | SQYD | |
735 | REINFORCED CONCRETE BOX (*) | LNFT | * SIZE |
802 | CONTRACTOR CONSTRUCTION STAKING | LS | |
805 | TRAFFIC CONTROL | LS | |
809 | CONCRETE SAFETY BARRIER | LNFT | |
815 | INLET (*) (**) | EACH | * SIZE, ** TYPE |
815 | JUNCTION BOX (*) | EACH | * SIZE |
815 | MANHOLE (*) | EACH | * SIZE |
815 | INLET (*) (**) REMOVE AND REPLACE W/O FLOOR (10" FRAME) | EACH | * SIZE, ** TYPE |
815 | INLET (*) TYPE I REPAIR (10" FRAME) | EACH | * SIZE |
815 | GRATE INLET REPAIR (*) | EACH | * SIZE |
815 | MODIFICATION OF STRUCTURE (*) | EACH | * TYPE |
816 - 816-R01 | ADJUSTMENT OF MANHOLES | EACH | |
817 | * STORM SEWER (**) | LNFT | * SIZE, ** TYPE |
817 | * END SECTION (**) | EACH | * SIZE, ** TYPE |
820 | SLOPE DRAIN (*) | LNFT | * TYPE |
822 | PIPE UNDERDRAIN (6") (TYPE H or TYPE T) | LNFT | |
822 | OUTLET PIPE (6") (TYPE K) | LNFT | |
824 | SIDEWALK CONSTRUCTION (*) | SQFT | * THICKNESS |
824 | SIDEWALK REMOVE AND REPLACE (*) | SQFT | * THICKNESS |
824 | SIDEWALK RAMP CONSTRUCTION | SQFT | |
824 | SIDEWALK RAMP REMOVE AND REPLACE | SQFT | |
824 | SIDEWALK V-CURB | LNFT | |
824 | DETECTABLE WARNING SURFACE | SQFT | |
824 | SIDEWALK REMOVAL ONLY | SQFT | |
825 | CURB AND GUTTER, COMBINED (*) | LNFT | * TYPE |
825 | CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE | LNFT | * TYPE |
825 | CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE, UNSPECIFIED LOCATIONS | LNFT | * TYPE |
825 | CURB (*) | LNFT | * TYPE |
827 | GUARDRAIL, STEEL PLATE | LNFT | |
827 | GUARDRAIL END TERMINAL (*) | EACH | * TYPE |
828 | FENCE (*) (**) | LNFT | * TYPE, ** SIZE |
828 | FENCE (*) (**) (TEMPORARY) | LNFT | * TYPE, ** SIZE |
828 | GATE (*) (**) | EACH | * TYPE, ** SIZE |
829 | RIPRAP (*) (**) | SQYD | * SERIES, ** THICKNESS |
831 | CONCRETE DITCH LINING (*) | SQYD | * THICKNESS |
831 | DITCH LINING, CONNECTION | EACH | |
833 | CONCRETE PAVEMENT PATCHING (*) | SQYD | * THICKNESS |
833 | EXTRA WORK SAW CUT | LNFT | |
835 | SEALING PCCP JOINTS (TRANSVERSE) | LNFT | |
835 | SEALING PCCP JOINTS (LONGITUDINAL) | LNFT | |
835 | SEALING PCCP CRACKS | LNFT | |
836 | CONCRETE DRIVEWAY (*) | SQYD | * THICKNESS |
836 | ASPHALT DRIVEWAY (INTERMEDIATE COURSE) (*) | TON | * THICKNESS |
840 | TEMPORARY SURFACING MATERIAL (*) | TON | * TYPE |
855 | CONCRETE PAVER STONES | SQFT | |
856 | BRICK PAVERS | SQFT | |
860 | CONCRETE MEDIAN NOSE | EACH | |
863 | SERVICE WATER LINE RELOCATION | EACH | |
864 | STORMWATER TREATMENT UNIT (*) | EACH | * SIZE or TYPE |
865 | * SANITARY SEWERS (**) | LNFT | * SIZE, ** TYPE |
865 | * SANITARY LATERAL RELOCATION (**) | LNFT | * SIZE, TYPE |
865 | MANHOLE (SANITARY) (*) | LNFT | * SIZE |
866 | SANITARY SEWER ENCASEMENT | LNFT | |
866 | SANITARY SEWER CAGED REINFORCED CONCRETE ENCASEMENT | LNFT | |
868 | PROJECT SIGN (*) | EACH | * TYPE |
869 | LAND CORNER MONUMENT BOX | EACH | |
870 | BENCHMARK MONUMENT | EACH | |
871 | PROPERTY CORNERS | EACH | |
878 | CRACK SEALING | LBS. | |
879 | PEDESTRIAN PUSH BUTTON MODIFICATION | EACH | |
879 | PEDESTRIAN PUSH BUTTON EXTENSION (6" or 12") | EACH | |
880 | GUARDRAIL MODIFICATIONS | LS | |
885 | RESIDENT TRANSPORTATION SERVICE | LS | |
886 | PRIVATE DRAINAGE CONNECTION | EACH | |
901 | STORMWATER POLLUTION CONTROL MANAGER | EACH | Measured per each calendar week. |
901 | SWPPP INSPECTION | EACH | |
902 | COMPOST COVER | CUYD | |
902 | EROSION CONTROL BLANKETS (* & **) | SQYD | * CLASS, ** TYPE |
902 | TURF REINFORCEMENT MAT (* & **) | SQYD | * CLASS, ** TYPE |
902 | HYDRAULIC EROSION CONTROL (*) | LBS. | * TYPE |
902 | TEMPORARY SLOPE DRAIN | LNFT | |
902 | BIODEGRADABLE LOG (*) | LNFT | * SIZE |
902 | CONSTRUCTION ENTRANCE | SQYD | |
902 | TEMPORARY DITCH CHECK (*) | EACH | *TYPE |
902 | TEMPORARY DIVERSION BERM | LNFT | |
902 | TEMPORARY FILTER BERM | LNFT | |
902 | FILTER SOCK (*) | LNFT | * SIZE |
902 | TEMPORARY INLET SEDIMENT BARRIER (*) | EACH | * TYPE |
902 | TEMPORARY SEDIMENT BASIN | LS | |
902 | TEMPORARY SEDIMENT TRAP | EACH | |
902 | SILT FENCE | LNFT | |
902 | SYNTHETIC SEDIMENT BARRIER (*) | LNFT | * TYPE |
902 | TEMPORARY STREAM CROSSING | EACH | |
902 | TEMPORARY SEEDING | ACRE | |
904 | SEED (*) | ACRE | * TYPE |
906 | TOPSOIL | CUYD | |
907 | SOD (*) | SQYD | * TYPE |
908 | LANDSCAPING (*) | LS | * TRACT |
908 | TREE REPLACEMENT | EACH | |
908 | SHRUB | EACH | |
908 | PERENNIAL | EACH | |
914 | LAWN SPRINKLER SYSTEM | LS | |
915 | LAWN SPRINKLER SYSTEM REPAIR | EACH | |
1000 | STREET LIGHTING INSTALLATION | LS | Lump Sum is the preferred bid unit for Street Lighting Installation. |
1020 | TRAFFIC SIGNAL INSTALLATION (*) | LS | * LOCATION, Lump Sum is the preferred bid unit for Traffic Signal Installation. |
1000 - 1020 - 1040 | CONDUIT (*) (**) | LNFT | * SIZE, ** TYPE |
1000 | DISTRIBUTION CABLE | LNFT | |
1020 | CABLE (*) | LNFT | * TYPE |
1000 | POLE AND BRACKET CABLE | LNFT | |
1000 - 1020 | JUNCTION BOX (*) | EACH | * TYPE |
1000 - 1020 | SERVICE BOX () | EACH | * TYPE |
1000 | LUMINAIRE (*) | EACH | * CLASS |
1000 | ALUMINUM STREETLIGHT POLE (*) (**) | EACH | * SERIES, ** ARM LENGTH |
1000 | SCREW-IN FOUNDATION (*) | EACH | * TYPE |
1020 - 1021 | DETECTOR LOOP (*) | EACH | * SIZE or TYPE |
1021 | DETECTOR CARD (*) | EACH | * NUMBER OF CHANNELS |
1040 | FIBER OPTIC COMMUNICATION SYSTEM INSTALLATION | LS | Lump Sum is the preferred bid unit for Fiber Optic Communication System Installation. |
1040 | FIBER OPTIC CABLE (*) | LNFT | * TYPE |
1040 | ITS TERMINATION DROP CABLE | EACH | |
1040 | LOCATING/TRACER CABLE | LNFT | |
1040 | FIBER OPTIC FUSION SPLICE | EACH | |
1040 | FIBER OPTIC SPLICE ENCLOSURE | EACH | |
1040 | FIBER OPTIC TERMINATION | EACH | |
1040 | FIBER OPTIC PATCH CABLE | EACH | |
1040 | FIBER OPTIC ETHERNET SWITCH | EACH | |
1060 | PERMANENT TRAFFIC CONTROL SIGNS | LS | |
1060 | PERMANENT TRAFFIC CONTROL SIGNS | SQFT | Square foot is the preferred bid unit for Permanent Traffic Control Signs. |
1060 | 1-3/4" X 1-3/4" SIGN POSTS | LNFT | |
1060 | 2" X 2" SIGN POST ANCHORS | LNFT | |
1060 | 2-1/4" X 2-1/4" ANCHOR SLEEVES | LNFT | |
1060 | CONCRETE SURFACE MOUNT ANCHOR | EACH | |
1060 | CONCRETE PAVER STONE ANCHOR AND SLEEVE | EACH | |
1062 | ARTERIAL DYNAMIC MESSAGE SIGNS | LS | |
1063 | RRFB (*) (**) | EACH | * STANDARD PUSHBUTTONS or AUDIBLE PUSHBUTTONS, ** BI-DIRECTIONAL or UNI-DIRECTIONAL |
1064 | TUBULAR DELINEATOR (*) (**) | EACH | * FLUSH MOUNT or GROUND MOUNT, ** WHITE or YELLOW |
1080 | TEMPORARY PAVEMENT MARKINGS | LS | |
1081 | INTERIM PAVEMENT MARKINGS | LS | |
1082 - 1083 - 1084 - 1085 - 1086 - 1087 - 1088 - 1089 | PERMANENT PAVEMENT MARKINGS | LS | |
1082 | * COLD PLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1082 | * COLD PLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1083 | * METHYL METHACRYLATE PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1083 | * METHYL METHACRYLATE PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1084 | * PATTERNED COLD PLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1084 | * PATTERNED COLD PLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1085 | * PREFORMED THERMOPLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1085 | * PREFORMED THERMOPLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1086 | * THERMOPLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1086 | * THERMOPLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1087 | * URETHANE ACRYLATE PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1087 | * URETHANE ACRYLATE PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1088 | * WATERBORNE PAINT PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1088 | * WATERBORNE PAINT PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
1089 | * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
1089 | * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |