Difference between revisions of "Bid item list"

From PPM Wiki - City of Overland Park Projects and Procedures Manual Pages
Jump to navigation Jump to search
 
(33 intermediate revisions by the same user not shown)
Line 1: Line 1:
'''<big>This page is under construction. The below bid items are under review and are not approved for use at this time. 4/21/2020</big>
 
'''
{| class="wikitable sortable"
{| class="wikitable sortable"
|-
|-
Line 6: Line 5:
! 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
Line 23: Line 23:
| 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
Line 35: Line 35:
| 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 FLY ASH TREATED SUBGRADE (*) ||| SQYD
| 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
Line 51: Line 53:
| 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
Line 77: Line 79:
| 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
Line 89: Line 91:
| 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 (*) ||| TON
| style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || ASPHALT PATCHING ||| TON
|-
|-
| style="text-align: center;" | [[Media:Sec620.pdf|'''620''']] || ASPHALT SIDEWALK (INTERMEDIATE COURSE)(*) ||| TON
| style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || PARTIAL DEPTH PATCHING ||| TON
|-
|-
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || DRILLED SHAFTS (*)(**) ||| LNFT
| style="text-align: center;" | [[Media:Sec620.pdf|'''620''']] || ASPHALT SIDEWALK (INTERMEDIATE COURSE) (*) ||| TON ||| * THICKNESS
|-
|-
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || PERMANENT CASING (*)(SET PRICE) ||| LNFT
| 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
Line 111: Line 115:
| 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
Line 123: Line 127:
| 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
Line 131: Line 135:
| 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 SEWERS (**) ||| LNFT
| 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
Line 171: Line 175:
| 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 (*) ||| LNFT
| 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:Sec884.pdf|'''884''']] || CONCRETE PATCHING ||| SQFT
| style="text-align: center;" | [[Media:Sec885.pdf|'''885''']] || RESIDENT TRANSPORTATION SERVICE ||| LS
|-
|-
| style="text-align: center;" | [[Media:Sec885.pdf|'''885''']] || RESIDENT TRANSPORTATION SERVICE ||| LS
| 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 (CLASS & TYPE) ||| SQYD
| 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 (CLASS & TYPE) ||| SQYD
| 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 (TYPE) ||| LBS.
| 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 (SIZE) ||| LNFT
| 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 (TYPE) ||| EACH
| 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 SOCKS (SIZE) ||| LNFT
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || FILTER SOCK (*) ||| LNFT ||| * SIZE
|-
|-
| style="text-align: center;" | [[Media:Sec902.pdf|'''902''']] || TEMPORARY INLET SEDIMENT BARRIER (TYPE) ||| EACH
| 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 (TYPE) ||| LNFT
| 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 (*) ||| LS
| style="text-align: center;" | [[Media:Sec914.pdf|'''914''']] || LAWN SPRINKLER SYSTEM ||| LS
|-
|-
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || STREET LIGHTING INSTALLATION ||| LS
| style="text-align: center;" | [[Media:Sec915.pdf|'''915''']] || LAWN SPRINKLER SYSTEM REPAIR ||| EACH
|-
|-
| style="text-align: center;" | [[Media:Sec1020.pdf|'''1020''']] || TRAFFIC SIGNAL INSTALLATION (*) ||| LS
| 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 (SIZE) (TYPE) ||| LNFT
| 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 (TYPE) ||| LNFT
| 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 (TYPE) ||| EACH
| 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 (TYPE) ||| EACH
| 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 (CLASS) ||| EACH
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || LUMINAIRE (*) ||| EACH ||| * CLASS
|-
|-
| style="text-align: center;" | [[Media:Sec1000.pdf|'''1000''']] || ALUMINUM STREETLIGHT POLE (SERIES) (ARM LENGTH) ||| EACH
| 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 (TYPE) ||| EACH
| 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 (TYPE or SIZE) ||| EACH
| 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 (NO. OF CHANNELS) ||| EACH
| 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 (TYPE) ||| LNFT
| 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 SIGNS ||| SQFT
| 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''']] || 1-3/4" X 1-3/4" SIGN POSTS ||| LNFT
Line 359: Line 373:
| style="text-align: center;" | [[Media:Sec1062.pdf|'''1062''']] || ARTERIAL DYNAMIC MESSAGE SIGNS ||| LS
| style="text-align: center;" | [[Media:Sec1062.pdf|'''1062''']] || ARTERIAL DYNAMIC MESSAGE SIGNS ||| LS
|-
|-
| style="text-align: center;" | [[Media:Sec1063.pdf|'''1063''']] || RRFB (STANDARD or AUDIBLE PUSHBUTTON) (BI-DIRECTIONAL or UNI-DIRECTIONAL) ||| EACH
| 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 (FLUSH or GROUND MOUNT) (WHITE or YELLOW) ||| EACH
| 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:Sec1080.pdf|'''1080''']] || TEMPORARY PAVEMENT MARKINGS ||| LS
Line 367: Line 381:
| style="text-align: center;" | [[Media:Sec1081.pdf|'''1081''']] || INTERIM PAVEMENT MARKINGS ||| LS
| style="text-align: center;" | [[Media:Sec1081.pdf|'''1081''']] || INTERIM PAVEMENT MARKINGS ||| LS
|-
|-
| style="text-align: center;" | [[Media:Sec1081.pdf|'''1081''']] || PERMANENT 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:Sec1082.pdf|'''1082''']] || * COLD PLASTIC PAVEMENT MARKINGS ||| LNFT ||| * Lines WIDTH and COLOR  
Line 400: Line 414:
|-
|-
| style="text-align: center;" | [[Media:Sec1089.pdf|'''1089''']] || * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION
| style="text-align: center;" | [[Media:Sec1089.pdf|'''1089''']] || * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS ||| EACH ||| * Symbols COLOR and DESCRIPTION
|-
| style="text-align: center;" | [[Media:Sec1104.pdf|'''1104''']] || AB-3 OVERLAND PARK MODIFIED
|}
|}

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
Retrieved from "https://ppm.opkansas.org/wiki/index.php?title=Bid_item_list&oldid=19872"