2 - Bid Sheet - Concrete OMA 10 Sep 20 - Locked.xlsx
XLSX spreadsheet 56 KB Posted
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- Re-Issuance Pending W91QF4-21-B-0002 Installation Concrete Requirements Federal contract opportunity
- Solicitation number
- W91QF4
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 7 - Bid Sheet - Concrete OMA 27 Sep 20 - Locked.xlsx | XLSX spreadsheet | |
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| 4 - Specs - Concrete Requirement 2020.pdf | ||
| 5 - Wage Determ Concrete - KS20200141 - Highway - 29 May 20.pdf | ||
| Sol-01_W91QF4-20-B-0001 Concrete Reqment.pdf | ||
| 5 - Wage Determ Concrete - KS20190004 - 3 Jan 20.pdf | ||
| 1 - Quality of Workmanship & Stds - SOW.pdf | ||
| 2 - Bid Sheet 2020 - Concrete Requir - .xls | XLS spreadsheet | |
| 4 - Concrete Specs-2.pdf | ||
| 3 - Drawing Concr Reqmnts (Rev) - 2020.pdf | ||
| Sol - W91QF4-20-B-0001 Installation Concrete Reqment - FY20.pdf |
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Base Year
| MISCELLANEOUS CONCRETE REPAIRS - BIDDING SCHEDULE | |||||||
| BASE YEAR - FY20 | |||||||
| BID ITEM | DESCRIPTION | Unified Facilities Guide Specification | UNIT OF MEASURE | UNIT PRICE | ESTIMATED QUANTITY | TOTAL COST | |
| 1 | New PCCP 6" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 2 | New PCCP 6" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 3 | New PCCP 6" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 4 | New PCCP 8" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 5 | New PCCP 8" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 6 | New PCCP 8" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 7 | New PCCP 10" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 8 | New PCCP 10" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 9 | New PCCP 10" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 10 | Replace PCCP 6" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 11 | Replace PCCP 6" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 12 | Replace PCCP 6" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 13 | Replace PCCP 8" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 14 | Replace PCCP 8" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 15 | Replace PCCP 8" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 16 | Replace PCCP 10" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 17 | Replace PCCP 10" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 18 | Replace PCCP 10" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 19 | New Curb & Gutter | 32 16 19 | Concrete Curbs Gutters and Sidewalks | LNFT | 250 | $ - 0 | |
| 20 | Replace Curb & Gutter | 32 16 19 | Concrete Curbs Gutters and Sidewalks | LNFT | 300 | $ - 0 | |
| 21 | New Concrete Sidewalk | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 250 | $ - 0 | |
| 22 | Replace Concrete Sidewalk | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 300 | $ - 0 | |
| 23 | New Sidewalk Ramp | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 24 | Replace Sidewalk Ramp | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 25 | New Sidewalk Ramp (Detectable Warning) | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 26 | Replace Sidewalk Ramp (Detectable Warning) | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 27 | New Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 150 | $ - 0 | |
| 28 | Replace Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 150 | $ - 0 | |
| 29 | New Elevated Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 5 | $ - 0 | |
| 30 | Replace Elevated Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 20 | $ - 0 | |
| 31 | Falsework for Elevated Slab | SQFT | 200 | $ - 0 | |||
| 32 | Concrete Wall | 03 30 00 | Cast-in-Place Concrete | CUYD | 100 | $ - 0 | |
| 33 | Concrete Footer | 03 30 00 | Cast-in-Place Concrete | CUYD | 50 | $ - 0 | |
| 34 | New On-Grade Steps | 03 30 00 | Cast-in-Place Concrete | LF Nose | 75 | $ - 0 | |
| 35 | Replace On-Grade Steps | 03 30 00 | Cast-in-Place Concrete | LF Nose | 100 | $ - 0 | |
| 36 | New Above-Grade Steps | 03 30 00 | Cast-in-Place Concrete | CUYD | 5 | $ - 0 | |
| 37 | Replace Above-Grade Steps | 03 30 00 | Cast-in-Place Concrete | CUYD | 10 | $ - 0 | |
| 38 | Capillary Water Barrier (4") | 03 30 00 31 00 00 | Cast-in-Place Concrete Earthwork | SQYD | 200 | $ - 0 | |
| 39 | Vaper Barrier | 03 30 00 31 00 00 | Cast-in-Place Concrete Earthwork | SQYD | 200 | $ - 0 | |
| 40 | Flowable Fill Concrete | CUYD | 30 | $ - 0 | |||
| 41 | Reinforcing Steel | 03 20 00.10 | Concrete Reinforcing | LBS | 10,000 | $ - 0 | |
| 42 | Reinforcing Steel (Epoxy Coated) | 03 20 00.10 | Concrete Reinforcing | LBS | 500 | $ - 0 | |
| 43 | Woven Wire Steel Fabric 4 X 4 | 03 20 00.10 | Concrete Reinforcing | SQYD | 1,000 | $ - 0 | |
| 44 | Dowel Bars, Epoxy Coated and Baskets for Roadway 3/4" | 03 20 00.10 | Concrete Reinforcing | LNFT | 300 | $ - 0 | |
| 45 | Colored Concrete (Material Cost Dye) | N/A | N/A | CUYD | 100 | $ - 0 | |
| 46 | Stamp Pattern in Concrete (Additional Labor Costs) | N/A | N/A | SQYD | 500 | $ - 0 | |
| 47 | Saw Cut Concrete or Asphalt 4" Thick | N/A | LNFT | 300 | $ - 0 | ||
| 48 | Saw Cut Concrete or Asphalt 6" Thick | N/A | LNFT | 200 | $ - 0 | ||
| 49 | Saw Cut Concrete or Asphalt 8" Thick | N/A | LNFT | 200 | $ - 0 | ||
| 50 | Sealing PCCP Joints (>1/8" to 1/2") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 500 | $ - 0 | |
| 51 | Sealing PCCP Cracks (>1/2" to 1") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 500 | $ - 0 | |
| 52 | Sealing PCCP Cracks (>1" to 2") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 50 | $ - 0 | |
| 53 | New handrail (<30" above ground) | 05 52 00 | Metal Railings | LNFT | 100 | $ - 0 | |
| 54 | Replace handrail (<30" above ground) | 05 52 00 | Metal Railings | LNFT | 50 | $ - 0 | |
| 55 | New Guardrail/Handrail (≥ 30" above ground) | 05 52 00 | Metal Railings | LNFT | 200 | $ - 0 | |
| 56 | Replace Guardrail/Handrail (≥ 30" above ground) | 05 52 00 | Metal Railings | LNFT | 50 | $ - 0 | |
| 57 | Construct Sub-base Less than 5 CY | 32 11 23 | Aggregate Base Courses | CUYD | 100 | $ - 0 | |
| 58 | Construct Sub-base 5 to 50 cubic yards | 32 11 23 | Aggregate Base Courses | CUYD | 100 | $ - 0 | |
| 59 | Construct Sub-base over 50 cubic yards | 32 11 23 | Aggregate Base Courses | CUYD | 175 | $ - 0 | |
| 60 | Common Excavation | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 61 | Common Excavation (Government Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 62 | Common Excavation (Contractor Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 63 | Embankment | 31 00 00 | Earthwork | CUYD | 500 | $ - 0 | |
| 64 | Embankment (Contractor Furnished) | 31 00 00 | Earthwork | CUYD | 100 | $ - 0 | |
| 65 | Salvage Topsoil | 31 00 00 | Earthwork | SQYD | 1,000 | $ - 0 | |
| 66 | Topsoil (Government Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 67 | Rock Excavation | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 68 | Rip-Rap (D50)(4") | 31 00 00 | Earthwork | CUYD | 50 | $ - 0 | |
| 69 | Rip-Rap (D50)(6") | 31 00 00 | Earthwork | CUYD | 50 | $ - 0 | |
| 70 | Manipulation for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | SQYD | 1,500 | $ - 0 | |
| 71 | Quicklime for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | TONS | 20 | $ - 0 | |
| 72 | Hydrated Lime for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | TONS | 20 | $ - 0 | |
| 73 | Geotextile Separation Fabric | 31 05 19 | Geosynthetics | SQYD | 1,000 | $ - 0 | |
| 74 | Core Drill (4”) Pavement Sampling | N/A | EACH | 20 | $ - 0 | ||
| 75 | In-Situ Soil Sampling and Testing for soil classification | 32 11 13.13 | Lime Treated Subgrades | EACH | 5 | $ - 0 | |
| 76 | Replace Asphalt Incidental to Work | 32 12 16 | HMA | CUFT | 100 | $ - 0 | |
| 77 | Pavement Marking (Paint)(4")(Yellow)(Without Glass Beads) | 32 17 23 | Pavement Markings | LNFT | 3,000 | $ - 0 | |
| 78 | Pavement Marking (Paint)(4")(White)(Without Glass Beads) | 32 17 23 | Pavement Markings | LNFT | 5,000 | $ - 0 | |
| 79 | Pavement Marking (Paint)(4")(Yellow) | 32 17 23 | Pavement Markings | LNFT | 10,000 | $ - 0 | |
| 80 | Pavement Marking (Paint)(4")(White) | 32 17 23 | Pavement Markings | LNFT | 2,000 | $ - 0 | |
| 81 | Pavement Marking (Paint)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 82 | Pavement Marking (Paint)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 83 | Pavement Marking (Paint)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 84 | Pavement Marking (Paint)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 85 | Pavement Marking (Paint)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 86 | Pavement Marking (Paint)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 87 | Pavement Marking (Paint)(Symbol: Bicycle) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 88 | Pavement Marking (Paint)(Symbol: Sharrow) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 89 | Pavement Marking (Paint)(Symbol: Handicap) | 32 17 23 | Pavement Markings | EACH | 30 | $ - 0 | |
| 90 | Pavement Marking (Paint)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 91 | Pavement Marking (Paint)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 6 | $ - 0 | |
| 92 | Pavement Marking (Epoxy)(4")(Yellow) | 32 17 23 | Pavement Markings | LNFT | 10,000 | $ - 0 | |
| 93 | Pavement Marking (Epoxy)(4")(White) | 32 17 23 | Pavement Markings | LNFT | 2,000 | $ - 0 | |
| 94 | Pavement Marking (Epoxy)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 95 | Pavement Marking (Epoxy)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 96 | Pavement Marking (Epoxy)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 97 | Pavement Marking (Epoxy)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 98 | Pavement Marking (Epoxy)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 99 | Pavement Marking (Epoxy)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 100 | Pavement Marking (Epoxy)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 101 | Pavement Marking (Epoxy)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 102 | Pavement Marking (Thermoplastic)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 103 | Pavement Marking (Thermoplastic)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 104 | Pavement Marking (Thermoplastic)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 105 | Pavement Marking (Thermoplastic)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 106 | Pavement Marking (Thermoplastic)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 107 | Pavement Marking (Thermoplastic)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 108 | Pavement Marking (Thermoplastic)(Symbol: Bicycle) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 109 | Pavement Marking (Thermoplastic)(Symbol: Sharrow) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 110 | Pavement Marking (Thermoplastic)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 30 | $ - 0 | |
| 111 | Pavement Marking (Thermoplastic)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 112 | Inset Pavement Markings | 33 17 23 | Pavement Markings | SQFT | 1,000 | $ - 0 | |
| 113 | Pavement Marking Removal | 33 17 23 | Pavement Markings | SQFT | 1,000 | $ - 0 | |
| 114 | Install Curb Inlet 2' X 3' X 5 | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 115 | Install Curb Inlet 5' X 5' X 5' | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 116 | Install Junction Box 5’ X 5’ X 5” | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 117 | Install additional depth of drainage structure | 33 40 00 | Storm Drainage Utilities | LNFT | 30 | $ - 0 | |
| 118 | Raise Manhole Lid | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 119 | Construct 12" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 120 | Construct 15" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 121 | Construct 18" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 122 | Construct 24" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 123 | Construct 30" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 124 | Construct 18" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 125 | Construct 24" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 126 | Construct 30" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 127 | Construct 36" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 128 | Construct 42" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 129 | Construct 48" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 130 | Construct 18" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 131 | Construct 24" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 132 | Construct 30" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 133 | Construct 36" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 134 | Construct 42" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 135 | Construct 48" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 136 | Trench Excavation (Trenches 5 feet of less in depth) | 31 00 00 | Earthwork | CUYD | 300 | $ - 0 | |
| 137 | Trench Excavation (Trenches exceeding 5 feet in depth) | 31 00 00 | Earthwork | CUYD | 150 | $ - 0 | |
| 138 | Trench Box (8' Tall) | 31 00 00 | Earthwork | WKLY | 4 | $ - 0 | |
| 139 | Construct 12" Trench Drain | 33 40 00 | Storm Drainage Utilities | LNFT | 30 | $ - 0 | |
| 140 | Down Spout Boot Cast Iron 4" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 141 | Down Spout Boot Cast Iron 6" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 142 | Down Spout Boot Cast Iron 8" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 143 | Down Spout Boot Steel 4" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 144 | Down Spout Boot Steel 6" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 145 | Down Spout Boot Steel 8" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 146 | Down Spout Lines PVC 6" | 33 40 00 | Storm Drainage Utilities | LNFT | 40 | $ - 0 | |
| 147 | Down Spout Lines PVC 8" | 33 40 00 | Storm Drainage Utilities | LNFT | 40 | $ - 0 | |
| 148 | Pipe Cleaning, Hydraulically Propelled Cleaning | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 149 | Pipe Cleaning, Combination Hydraulically Propelled Cleaning and Vac Truck | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 150 | TV Camera Inspection of Sewer Pipelines | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 151 | Fence Posts (Metal)(2")(End, Corner, and Pull Posts)(Concrete Filled) | 32 31 13 | Fencing | EACH | 10 | $ - 0 | |
| 152 | Fence Posts (Metal)(2") | 32 31 13 | Fencing | EACH | 20 | $ - 0 | |
| 153 | Fence Fabric, Chain-Link | 32 31 13 | Fencing | SQYD | 1,400 | $ - 0 | |
| 154 | 3 Strand Barbed-Wire on Extension Arms | 32 31 13 | Fencing | LNFT | 200 | $ - 0 | |
| 155 | Fence Gate, Singe Swing (4' Width) with Gate Posts | 32 31 13 | Fencing | EACH | 3 | $ - 0 | |
| 156 | Fence Gate, Singe Swing (6' Width) with Gate Posts | 32 31 13 | Fencing | EACH | 1 | $ - 0 | |
| 157 | Fence Gate, Double Swing (12' width) with Gate Posts | 32 31 13 | Fencing | EACH | 1 | $ - 0 | |
| 158 | Concrete Mow Strip (24" wide x 4" deep) | 32 13 13.06 | Concrete Pavement | LNFT | 200 | $ - 0 | |
| 159 | Bollard (Steel Pipe)(Concrete Filled) | 32 31 13 | Fencing | EACH | 5 | $ - 0 | |
| 160 | Replace Isolated Bricks (Group < 50 Bricks) | 04 20 00 | Unit Masonry | EACH | 10 | $ - 0 | |
| 161 | Replace Bricks (Group ≥ 50 Bricks) | 04 20 00 | Unit Masonry | EACH | 500 | $ - 0 | |
| 162 | New CMU (8"x8"x16") Block Wall | 04 20 00 | Unit Masonry | SQFT | 2,000 | $ - 0 | |
| 163 | Replace CMU | 04 20 00 | Unit Masonry | EACH | 100 | $ - 0 | |
| 164 | Repointing Brick Masonry | 04 20 00 | Unit Masonry | LNFT | 100 | $ - 0 | |
| 165 | Repointing Stone Masonry | 04 20 00 | Unit Masonry | LNFT | 100 | $ - 0 | |
| 166 | Repointing Concrete Masonry | 04 20 00 | Unit Masonry | LNFT | 5,000 | $ - 0 | |
| 167 | Mortar Analysis | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 168 | Replace Isolated Bricks (Group < 50 Bricks)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 169 | Replace Bricks (Group ≥ 50 Bricks)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 170 | Replace Stone Masonry (Rough Field)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 500 | $ - 0 | |
| 171 | Replace Stone Masonry (Dressed)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 500 | $ - 0 | |
| 172 | Repointing Masonry(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | LNFT | 500 | $ - 0 | |
| 173 | Repointing Stone Masonry (Historical) | 04 03 00 | Conservation Treatement for Period Masonry | LNFT | 50 | $ - 0 | |
| 174 | Joint Sealant, Masonry Joints (width < 1/2") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 175 | Joint Sealant, Masonry Joints (1/2" ≤ width < 3/4") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 176 | Joint Sealant, Masonry Joints (3/4" ≤ width < 1") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 177 | Joint Sealant, Masonry Joints (Width > 1") | 04 20 00 | Unit Masonry | LNFT | 250 | $ - 0 | |
| 178 | Concrete Chimney Crown | 04 20 00 | Unit Masonry | CUFT | 10 | $ - 0 | |
| 179 | Man Lift | 01 35 26 | Government Safety Requirements | DAY | 5 | $ - 0 | |
| 180 | Scaffolding (errected to 30 feet in height) | 01 35 26 | Government Safety Requirements | CSF | 100 | $ - 0 | |
| 181 | Scaffolding (errected over 30 feet in height to 60 feet) | 01 35 26 | Government Safety Requirements | CSF | 300 | $ - 0 | |
| 182 | Scaffolding (errected over 60 feet in elevation) | 01 35 26 | Government Safety Requirements | CSF | 100 | $ - 0 | |
| 183 | Flashing EPDM | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 100 | $ - 0 | |
| 184 | Remove and Replace Brick Paver Pedestrian/Light Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 200 | $ - 0 | |
| 185 | Remove and Replace Brick Pavers Pedestrian/Light Vehicle over 100 SF | 32 16 15 | Unit Pavers | SQFT | 700 | $ - 0 | |
| 186 | Remove and Replace Concrete Paver Pedestrian/Light Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 200 | $ - 0 | |
| 187 | Remove and Replace Concrete Pavers Pedestrian/Light Vehicle over 100 SF | 32 16 15 | Unit Pavers | SQFT | 700 | $ - 0 | |
| 188 | Remove and Replace Concrete Pavers Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 200 | $ - 0 | |
| 189 | Remove and Replace Concrete Pavers Vehicle Over 100 SF | 32 16 15 | Unit Pavers | SQFT | 700 | $ - 0 | |
| 190 | New Concrete Paver Pedestrian/Light Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 100 | $ - 0 | |
| 191 | New Concrete Pavers Pedestrian/Light Vehicle over 100 SF | 32 16 15 | Unit Pavers | SQFT | 500 | $ - 0 | |
| 192 | New Concrete Pavers Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 100 | $ - 0 | |
| 193 | New Concrete Pavers Vehicle Over 100 SF | 32 16 15 | Unit Pavers | SQFT | 300 | $ - 0 | |
| 194 | Concrete Pole Base | 03 30 00 | Cast-in-Place Concrete | EACH | 4 | $ - 0 | |
| 195 | Conduit, galvanized, 1" diameter | LNFT | 200 | $ - 0 | |||
| 196 | Clearing Vegetation | 31 11 00 | Clearing and Grubbing | ACRE | 30 | $ - 0 | |
| 197 | Clearing and Grubbing Vegetation | 31 11 00 | Clearing and Grubbing | ACRE | 2 | $ - 0 | |
| 198 | Silt Fence | 01 57 19 | Temporary Environmental Controls | LNFT | 200 | $ - 0 | |
| 199 | Biodegrable Log | 01 57 19 | Temporary Environmental Controls | LNFT | 200 | $ - 0 | |
| 200 | Filter Sock | 01 57 19 | Temporary Environmental Controls | LNFT | 100 | $ - 0 | |
| 201 | Erosion Control Material (Class I) | 01 57 19 | Temporary Environmental Controls | SQYD | 200 | $ - 0 | |
| 202 | Erosion Control Material (Class II) | 01 57 19 | Temporary Environmental Controls | SQYD | 50 | $ - 0 | |
| 203 | Seeding (Tall Fescue application rate 0.1 LBS./SQYD) | 32 92 19 | Seeding | SQYD | 500 | $ - 0 | |
| 204 | Sodding | 32 92 23 | Sodding | SQYD | 300 | $ - 0 | |
| 205 | Hazarduous Material Handling | No Bid |
SUBTOTAL $ - 0
| 206 | Payment & Performance Bond - On Task Order at or over $30,000.00 | % | $ - 0 | $ - 0 |
| 207 | Payment & Performance Bond - On Task Order at or over $150,000.00 | % | $ - 0 | $ - 0 |
| 208 | Contract Manpower Reporting (www.ecmra.mil) | EACH | 25 | $ - 0 |
| TOTAL | $ - 0 |
Fort Leavenworth, Kansas
&P of &N
Option Year 1
| MISCELLANEOUS CONCRETE REPAIRS - BIDDING SCHEDULE | |||||||
| OPTION YEAR 1 - FY20 | |||||||
| BID ITEM | DESCRIPTION | Unified Facilities Guide Specification | UNIT OF MEASURE | UNIT PRICE | ESTIMATED QUANTITY | TOTAL COST | |
| 1 | New PCCP 6" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 2 | New PCCP 6" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 3 | New PCCP 6" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 4 | New PCCP 8" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 5 | New PCCP 8" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 6 | New PCCP 8" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 7 | New PCCP 10" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 8 | New PCCP 10" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 9 | New PCCP 10" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 10 | Replace PCCP 6" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 11 | Replace PCCP 6" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 12 | Replace PCCP 6" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 13 | Replace PCCP 8" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 14 | Replace PCCP 8" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 15 | Replace PCCP 8" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 16 | Replace PCCP 10" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 17 | Replace PCCP 10" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 18 | Replace PCCP 10" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 19 | New Curb & Gutter | 32 16 19 | Concrete Curbs Gutters and Sidewalks | LNFT | 250 | $ - 0 | |
| 20 | Replace Curb & Gutter | 32 16 19 | Concrete Curbs Gutters and Sidewalks | LNFT | 300 | $ - 0 | |
| 21 | New Concrete Sidewalk | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 250 | $ - 0 | |
| 22 | Replace Concrete Sidewalk | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 300 | $ - 0 | |
| 23 | New Sidewalk Ramp | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 24 | Replace Sidewalk Ramp | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 25 | New Sidewalk Ramp (Detectable Warning) | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 26 | Replace Sidewalk Ramp (Detectable Warning) | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 27 | New Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 150 | $ - 0 | |
| 28 | Replace Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 150 | $ - 0 | |
| 29 | New Elevated Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 5 | $ - 0 | |
| 30 | Replace Elevated Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 20 | $ - 0 | |
| 31 | Falsework for Elevated Slab | SQFT | 200 | $ - 0 | |||
| 32 | Concrete Wall | 03 30 00 | Cast-in-Place Concrete | CUYD | 100 | $ - 0 | |
| 33 | Concrete Footer | 03 30 00 | Cast-in-Place Concrete | CUYD | 50 | $ - 0 | |
| 34 | New On-Grade Steps | 03 30 00 | Cast-in-Place Concrete | LF Nose | 75 | $ - 0 | |
| 35 | Replace On-Grade Steps | 03 30 00 | Cast-in-Place Concrete | LF Nose | 100 | $ - 0 | |
| 36 | New Above-Grade Steps | 03 30 00 | Cast-in-Place Concrete | CUYD | 5 | $ - 0 | |
| 37 | Replace Above-Grade Steps | 03 30 00 | Cast-in-Place Concrete | CUYD | 10 | $ - 0 | |
| 38 | Capillary Water Barrier (4") | 03 30 00 31 00 00 | Cast-in-Place Concrete Earthwork | SQYD | 200 | $ - 0 | |
| 39 | Vaper Barrier | 03 30 00 31 00 00 | Cast-in-Place Concrete Earthwork | SQYD | 200 | $ - 0 | |
| 40 | Flowable Fill Concrete | CUYD | 30 | $ - 0 | |||
| 41 | Reinforcing Steel | 03 20 00.10 | Concrete Reinforcing | LBS | 10,000 | $ - 0 | |
| 42 | Reinforcing Steel (Epoxy Coated) | 03 20 00.10 | Concrete Reinforcing | LBS | 500 | $ - 0 | |
| 43 | Woven Wire Steel Fabric 4 X 4 | 03 20 00.10 | Concrete Reinforcing | SQYD | 1,000 | $ - 0 | |
| 44 | Dowel Bars, Epoxy Coated and Baskets for Roadway 3/4" | 03 20 00.10 | Concrete Reinforcing | LNFT | 300 | $ - 0 | |
| 45 | Colored Concrete (Material Cost Dye) | N/A | N/A | CUYD | 100 | $ - 0 | |
| 46 | Stamp Pattern in Concrete (Additional Labor Costs) | N/A | N/A | SQYD | 500 | $ - 0 | |
| 47 | Saw Cut Concrete or Asphalt 4" Thick | N/A | LNFT | 300 | $ - 0 | ||
| 48 | Saw Cut Concrete or Asphalt 6" Thick | N/A | LNFT | 200 | $ - 0 | ||
| 49 | Saw Cut Concrete or Asphalt 8" Thick | N/A | LNFT | 200 | $ - 0 | ||
| 50 | Sealing PCCP Joints (>1/8" to 1/2") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 500 | $ - 0 | |
| 51 | Sealing PCCP Cracks (>1/2" to 1") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 500 | $ - 0 | |
| 52 | Sealing PCCP Cracks (>1" to 2") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 50 | $ - 0 | |
| 53 | New handrail (<30" above ground) | 05 52 00 | Metal Railings | LNFT | 100 | $ - 0 | |
| 54 | Replace handrail (<30" above ground) | 05 52 00 | Metal Railings | LNFT | 50 | $ - 0 | |
| 55 | New Guardrail/Handrail (≥ 30" above ground) | 05 52 00 | Metal Railings | LNFT | 200 | $ - 0 | |
| 56 | Replace Guardrail/Handrail (≥ 30" above ground) | 05 52 00 | Metal Railings | LNFT | 50 | $ - 0 | |
| 57 | Construct Sub-base Less than 5 CY | 32 11 23 | Aggregate Base Courses | CUYD | 100 | $ - 0 | |
| 58 | Construct Sub-base 5 to 50 cubic yards | 32 11 23 | Aggregate Base Courses | CUYD | 100 | $ - 0 | |
| 59 | Construct Sub-base over 50 cubic yards | 32 11 23 | Aggregate Base Courses | CUYD | 175 | $ - 0 | |
| 60 | Common Excavation | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 61 | Common Excavation (Government Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 62 | Common Excavation (Contractor Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 63 | Embankment | 31 00 00 | Earthwork | CUYD | 500 | $ - 0 | |
| 64 | Embankment (Contractor Furnished) | 31 00 00 | Earthwork | CUYD | 100 | $ - 0 | |
| 65 | Salvage Topsoil | 31 00 00 | Earthwork | SQYD | 1,000 | $ - 0 | |
| 66 | Topsoil (Government Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 67 | Rock Excavation | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 68 | Rip-Rap (D50)(4") | 31 00 00 | Earthwork | CUYD | 50 | $ - 0 | |
| 69 | Rip-Rap (D50)(6") | 31 00 00 | Earthwork | CUYD | 50 | $ - 0 | |
| 70 | Manipulation for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | SQYD | 1,500 | $ - 0 | |
| 71 | Quicklime for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | TONS | 20 | $ - 0 | |
| 72 | Hydrated Lime for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | TONS | 20 | $ - 0 | |
| 73 | Geotextile Separation Fabric | 31 05 19 | Geosynthetics | SQYD | 1,000 | $ - 0 | |
| 74 | Core Drill (4”) Pavement Sampling | N/A | EACH | 20 | $ - 0 | ||
| 75 | In-Situ Soil Sampling and Testing for soil classification | 32 11 13.13 | Lime Treated Subgrades | EACH | 5 | $ - 0 | |
| 76 | Replace Asphalt Incidental to Work | 32 12 16 | HMA | CUFT | 100 | $ - 0 | |
| 77 | Pavement Marking (Paint)(4")(Yellow)(Without Glass Beads) | 32 17 23 | Pavement Markings | LNFT | 3,000 | $ - 0 | |
| 78 | Pavement Marking (Paint)(4")(White)(Without Glass Beads) | 32 17 23 | Pavement Markings | LNFT | 5,000 | $ - 0 | |
| 79 | Pavement Marking (Paint)(4")(Yellow) | 32 17 23 | Pavement Markings | LNFT | 10,000 | $ - 0 | |
| 80 | Pavement Marking (Paint)(4")(White) | 32 17 23 | Pavement Markings | LNFT | 2,000 | $ - 0 | |
| 81 | Pavement Marking (Paint)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 82 | Pavement Marking (Paint)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 83 | Pavement Marking (Paint)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 84 | Pavement Marking (Paint)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 85 | Pavement Marking (Paint)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 86 | Pavement Marking (Paint)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 87 | Pavement Marking (Paint)(Symbol: Bicycle) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 88 | Pavement Marking (Paint)(Symbol: Sharrow) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 89 | Pavement Marking (Paint)(Symbol: Handicap) | 32 17 23 | Pavement Markings | EACH | 30 | $ - 0 | |
| 90 | Pavement Marking (Paint)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 91 | Pavement Marking (Paint)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 6 | $ - 0 | |
| 92 | Pavement Marking (Epoxy)(4")(Yellow) | 32 17 23 | Pavement Markings | LNFT | 10,000 | $ - 0 | |
| 93 | Pavement Marking (Epoxy)(4")(White) | 32 17 23 | Pavement Markings | LNFT | 2,000 | $ - 0 | |
| 94 | Pavement Marking (Epoxy)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 95 | Pavement Marking (Epoxy)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 96 | Pavement Marking (Epoxy)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 97 | Pavement Marking (Epoxy)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 98 | Pavement Marking (Epoxy)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 99 | Pavement Marking (Epoxy)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 100 | Pavement Marking (Epoxy)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 101 | Pavement Marking (Epoxy)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 102 | Pavement Marking (Thermoplastic)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 103 | Pavement Marking (Thermoplastic)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 104 | Pavement Marking (Thermoplastic)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 105 | Pavement Marking (Thermoplastic)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 106 | Pavement Marking (Thermoplastic)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 107 | Pavement Marking (Thermoplastic)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 108 | Pavement Marking (Thermoplastic)(Symbol: Bicycle) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 109 | Pavement Marking (Thermoplastic)(Symbol: Sharrow) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 110 | Pavement Marking (Thermoplastic)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 30 | $ - 0 | |
| 111 | Pavement Marking (Thermoplastic)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 112 | Inset Pavement Markings | 33 17 23 | Pavement Markings | SQFT | 1,000 | $ - 0 | |
| 113 | Pavement Marking Removal | 33 17 23 | Pavement Markings | SQFT | 1,000 | $ - 0 | |
| 114 | Install Curb Inlet 2' X 3' X 5 | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 115 | Install Curb Inlet 5' X 5' X 5' | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 116 | Install Junction Box 5’ X 5’ X 5” | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 117 | Install additional depth of drainage structure | 33 40 00 | Storm Drainage Utilities | LNFT | 30 | $ - 0 | |
| 118 | Raise Manhole Lid | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 119 | Construct 12" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 120 | Construct 15" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 121 | Construct 18" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 122 | Construct 24" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 123 | Construct 30" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 124 | Construct 18" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 125 | Construct 24" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 126 | Construct 30" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 127 | Construct 36" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 128 | Construct 42" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 129 | Construct 48" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 130 | Construct 18" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 131 | Construct 24" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 132 | Construct 30" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 133 | Construct 36" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 134 | Construct 42" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 135 | Construct 48" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 136 | Trench Excavation (Trenches 5 feet of less in depth) | 31 00 00 | Earthwork | CUYD | 300 | $ - 0 | |
| 137 | Trench Excavation (Trenches exceeding 5 feet in depth) | 31 00 00 | Earthwork | CUYD | 150 | $ - 0 | |
| 138 | Trench Box (8' Tall) | 31 00 00 | Earthwork | WKLY | 4 | $ - 0 | |
| 139 | Construct 12" Trench Drain | 33 40 00 | Storm Drainage Utilities | LNFT | 30 | $ - 0 | |
| 140 | Down Spout Boot Cast Iron 4" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 141 | Down Spout Boot Cast Iron 6" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 142 | Down Spout Boot Cast Iron 8" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 143 | Down Spout Boot Steel 4" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 144 | Down Spout Boot Steel 6" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 145 | Down Spout Boot Steel 8" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 146 | Down Spout Lines PVC 6" | 33 40 00 | Storm Drainage Utilities | LNFT | 40 | $ - 0 | |
| 147 | Down Spout Lines PVC 8" | 33 40 00 | Storm Drainage Utilities | LNFT | 40 | $ - 0 | |
| 148 | Pipe Cleaning, Hydraulically Propelled Cleaning | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 149 | Pipe Cleaning, Combination Hydraulically Propelled Cleaning and Vac Truck | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 150 | TV Camera Inspection of Sewer Pipelines | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 151 | Fence Posts (Metal)(2")(End, Corner, and Pull Posts)(Concrete Filled) | 32 31 13 | Fencing | EACH | 10 | $ - 0 | |
| 152 | Fence Posts (Metal)(2") | 32 31 13 | Fencing | EACH | 20 | $ - 0 | |
| 153 | Fence Fabric, Chain-Link | 32 31 13 | Fencing | SQYD | 1,400 | $ - 0 | |
| 154 | 3 Strand Barbed-Wire on Extension Arms | 32 31 13 | Fencing | LNFT | 200 | $ - 0 | |
| 155 | Fence Gate, Singe Swing (4' Width) with Gate Posts | 32 31 13 | Fencing | EACH | 3 | $ - 0 | |
| 156 | Fence Gate, Singe Swing (6' Width) with Gate Posts | 32 31 13 | Fencing | EACH | 1 | $ - 0 | |
| 157 | Fence Gate, Double Swing (12' width) with Gate Posts | 32 31 13 | Fencing | EACH | 1 | $ - 0 | |
| 158 | Concrete Mow Strip (24" wide x 4" deep) | 32 13 13.06 | Concrete Pavement | LNFT | 200 | $ - 0 | |
| 159 | Bollard (Steel Pipe)(Concrete Filled) | 32 31 13 | Fencing | EACH | 5 | $ - 0 | |
| 160 | Replace Isolated Bricks (Group < 50 Bricks) | 04 20 00 | Unit Masonry | EACH | 10 | $ - 0 | |
| 161 | Replace Bricks (Group ≥ 50 Bricks) | 04 20 00 | Unit Masonry | EACH | 500 | $ - 0 | |
| 162 | New CMU (8"x8"x16") Block Wall | 04 20 00 | Unit Masonry | SQFT | 2,000 | $ - 0 | |
| 163 | Replace CMU | 04 20 00 | Unit Masonry | EACH | 100 | $ - 0 | |
| 164 | Repointing Brick Masonry | 04 20 00 | Unit Masonry | LNFT | 100 | $ - 0 | |
| 165 | Repointing Stone Masonry | 04 20 00 | Unit Masonry | LNFT | 100 | $ - 0 | |
| 166 | Repointing Concrete Masonry | 04 20 00 | Unit Masonry | LNFT | 5,000 | $ - 0 | |
| 167 | Mortar Analysis | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 168 | Replace Isolated Bricks (Group < 50 Bricks)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 169 | Replace Bricks (Group ≥ 50 Bricks)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 170 | Replace Stone Masonry (Rough Field)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 500 | $ - 0 | |
| 171 | Replace Stone Masonry (Dressed)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 500 | $ - 0 | |
| 172 | Repointing Masonry(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | LNFT | 500 | $ - 0 | |
| 173 | Repointing Stone Masonry (Historical) | 04 03 00 | Conservation Treatement for Period Masonry | LNFT | 50 | $ - 0 | |
| 174 | Joint Sealant, Masonry Joints (width < 1/2") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 175 | Joint Sealant, Masonry Joints (1/2" ≤ width < 3/4") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 176 | Joint Sealant, Masonry Joints (3/4" ≤ width < 1") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 177 | Joint Sealant, Masonry Joints (Width > 1") | 04 20 00 | Unit Masonry | LNFT | 250 | $ - 0 | |
| 178 | Concrete Chimney Crown | 04 20 00 | Unit Masonry | CUFT | 10 | $ - 0 | |
| 179 | Man Lift | 01 35 26 | Government Safety Requirements | DAY | 5 | $ - 0 | |
| 180 | Scaffolding (errected to 30 feet in height) | 01 35 26 | Government Safety Requirements | CSF | 100 | $ - 0 | |
| 181 | Scaffolding (errected over 30 feet in height to 60 feet) | 01 35 26 | Government Safety Requirements | CSF | 300 | $ - 0 | |
| 182 | Scaffolding (errected over 60 feet in elevation) | 01 35 26 | Government Safety Requirements | CSF | 100 | $ - 0 | |
| 183 | Flashing EPDM | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 100 | $ - 0 | |
| 184 | Remove and Replace Brick Paver Pedestrian/Light Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 200 | $ - 0 | |
| 185 | Remove and Replace Brick Pavers Pedestrian/Light Vehicle over 100 SF | 32 16 15 | Unit Pavers | SQFT | 700 | $ - 0 | |
| 186 | Remove and Replace Concrete Paver Pedestrian/Light Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 200 | $ - 0 | |
| 187 | Remove and Replace Concrete Pavers Pedestrian/Light Vehicle over 100 SF | 32 16 15 | Unit Pavers | SQFT | 700 | $ - 0 | |
| 188 | Remove and Replace Concrete Pavers Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 200 | $ - 0 | |
| 189 | Remove and Replace Concrete Pavers Vehicle Over 100 SF | 32 16 15 | Unit Pavers | SQFT | 700 | $ - 0 | |
| 190 | New Concrete Paver Pedestrian/Light Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 100 | $ - 0 | |
| 191 | New Concrete Pavers Pedestrian/Light Vehicle over 100 SF | 32 16 15 | Unit Pavers | SQFT | 500 | $ - 0 | |
| 192 | New Concrete Pavers Vehicle 1 to 100 SF | 32 16 15 | Unit Pavers | SQFT | 100 | $ - 0 | |
| 193 | New Concrete Pavers Vehicle Over 100 SF | 32 16 15 | Unit Pavers | SQFT | 300 | $ - 0 | |
| 194 | Concrete Pole Base | 03 30 00 | Cast-in-Place Concrete | EACH | 4 | $ - 0 | |
| 195 | Conduit, galvanized, 1" diameter | LNFT | 200 | $ - 0 | |||
| 196 | Clearing Vegetation | 31 11 00 | Clearing and Grubbing | ACRE | 30 | $ - 0 | |
| 197 | Clearing and Grubbing Vegetation | 31 11 00 | Clearing and Grubbing | ACRE | 2 | $ - 0 | |
| 198 | Silt Fence | 01 57 19 | Temporary Environmental Controls | LNFT | 200 | $ - 0 | |
| 199 | Biodegrable Log | 01 57 19 | Temporary Environmental Controls | LNFT | 200 | $ - 0 | |
| 200 | Filter Sock | 01 57 19 | Temporary Environmental Controls | LNFT | 100 | $ - 0 | |
| 201 | Erosion Control Material (Class I) | 01 57 19 | Temporary Environmental Controls | SQYD | 200 | $ - 0 | |
| 202 | Erosion Control Material (Class II) | 01 57 19 | Temporary Environmental Controls | SQYD | 50 | $ - 0 | |
| 203 | Seeding (Tall Fescue application rate 0.1 LBS./SQYD) | 32 92 19 | Seeding | SQYD | 500 | $ - 0 | |
| 204 | Sodding | 32 92 23 | Sodding | SQYD | 300 | $ - 0 | |
| 205 | Hazarduous Material Handling | No Bid |
SUBTOTAL $ - 0
| 205 | Payment & Performance Bond - On Task Order at or over $30,000.00 | % | $ - 0 | $ - 0 |
| 206 | Payment & Performance Bond - On Task Order at or over $150,000.00 | % | $ - 0 | $ - 0 |
| 207 | Contract Manpower Reporting (www.ecmra.mil) | EACH | 25 | $ - 0 |
| TOTAL | $ - 0 |
Option Year 2
| MISCELLANEOUS CONCRETE REPAIRS - BIDDING SCHEDULE | |||||||
| OPTION YEAR 2 - FY20 | |||||||
| BID ITEM | DESCRIPTION | Unified Facilities Guide Specification | UNIT OF MEASURE | UNIT PRICE | ESTIMATED QUANTITY | TOTAL COST | |
| 1 | New PCCP 6" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 2 | New PCCP 6" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 3 | New PCCP 6" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 4 | New PCCP 8" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 5 | New PCCP 8" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 6 | New PCCP 8" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 7 | New PCCP 10" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 8 | New PCCP 10" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 9 | New PCCP 10" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 10 | Replace PCCP 6" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 11 | Replace PCCP 6" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 12 | Replace PCCP 6" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 13 | Replace PCCP 8" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 14 | Replace PCCP 8" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 15 | Replace PCCP 8" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 16 | Replace PCCP 10" Thick 1 to 25 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 20 | $ - 0 | |
| 17 | Replace PCCP 10" Thick 25 to 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 50 | $ - 0 | |
| 18 | Replace PCCP 10" Thick over 100 Square Yards | 32 13 13.06 | Concrete Pavement | SQYD | 200 | $ - 0 | |
| 19 | New Curb & Gutter | 32 16 19 | Concrete Curbs Gutters and Sidewalks | LNFT | 250 | $ - 0 | |
| 20 | Replace Curb & Gutter | 32 16 19 | Concrete Curbs Gutters and Sidewalks | LNFT | 300 | $ - 0 | |
| 21 | New Concrete Sidewalk | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 250 | $ - 0 | |
| 22 | Replace Concrete Sidewalk | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 300 | $ - 0 | |
| 23 | New Sidewalk Ramp | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 24 | Replace Sidewalk Ramp | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 25 | New Sidewalk Ramp (Detectable Warning) | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 26 | Replace Sidewalk Ramp (Detectable Warning) | 32 16 19 | Concrete Curbs Gutters and Sidewalks | SQYD | 40 | $ - 0 | |
| 27 | New Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 150 | $ - 0 | |
| 28 | Replace Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 150 | $ - 0 | |
| 29 | New Elevated Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 5 | $ - 0 | |
| 30 | Replace Elevated Concrete Slab | 03 30 00 | Cast-in-Place Concrete | CUYD | 20 | $ - 0 | |
| 31 | Falsework for Elevated Slab | SQFT | 200 | $ - 0 | |||
| 32 | Concrete Wall | 03 30 00 | Cast-in-Place Concrete | CUYD | 100 | $ - 0 | |
| 33 | Concrete Footer | 03 30 00 | Cast-in-Place Concrete | CUYD | 50 | $ - 0 | |
| 34 | New On-Grade Steps | 03 30 00 | Cast-in-Place Concrete | LF Nose | 75 | $ - 0 | |
| 35 | Replace On-Grade Steps | 03 30 00 | Cast-in-Place Concrete | LF Nose | 100 | $ - 0 | |
| 36 | New Above-Grade Steps | 03 30 00 | Cast-in-Place Concrete | CUYD | 5 | $ - 0 | |
| 37 | Replace Above-Grade Steps | 03 30 00 | Cast-in-Place Concrete | CUYD | 10 | $ - 0 | |
| 38 | Capillary Water Barrier (4") | 03 30 00 31 00 00 | Cast-in-Place Concrete Earthwork | SQYD | 200 | $ - 0 | |
| 39 | Vaper Barrier | 03 30 00 31 00 00 | Cast-in-Place Concrete Earthwork | SQYD | 200 | $ - 0 | |
| 40 | Flowable Fill Concrete | CUYD | 30 | $ - 0 | |||
| 41 | Reinforcing Steel | 03 20 00.10 | Concrete Reinforcing | LBS | 10,000 | $ - 0 | |
| 42 | Reinforcing Steel (Epoxy Coated) | 03 20 00.10 | Concrete Reinforcing | LBS | 500 | $ - 0 | |
| 43 | Woven Wire Steel Fabric 4 X 4 | 03 20 00.10 | Concrete Reinforcing | SQYD | 1,000 | $ - 0 | |
| 44 | Dowel Bars, Epoxy Coated and Baskets for Roadway 3/4" | 03 20 00.10 | Concrete Reinforcing | LNFT | 300 | $ - 0 | |
| 45 | Colored Concrete (Material Cost Dye) | N/A | N/A | CUYD | 100 | $ - 0 | |
| 46 | Stamp Pattern in Concrete (Additional Labor Costs) | N/A | N/A | SQYD | 500 | $ - 0 | |
| 47 | Saw Cut Concrete or Asphalt 4" Thick | N/A | LNFT | 300 | $ - 0 | ||
| 48 | Saw Cut Concrete or Asphalt 6" Thick | N/A | LNFT | 200 | $ - 0 | ||
| 49 | Saw Cut Concrete or Asphalt 8" Thick | N/A | LNFT | 200 | $ - 0 | ||
| 50 | Sealing PCCP Joints (>1/8" to 1/2") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 500 | $ - 0 | |
| 51 | Sealing PCCP Cracks (>1/2" to 1") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 500 | $ - 0 | |
| 52 | Sealing PCCP Cracks (>1" to 2") | 32 01 19.61 | Sealing Cracks in Rigid Pavement | LNFT | 50 | $ - 0 | |
| 53 | New handrail (<30" above ground) | 05 52 00 | Metal Railings | LNFT | 100 | $ - 0 | |
| 54 | Replace handrail (<30" above ground) | 05 52 00 | Metal Railings | LNFT | 50 | $ - 0 | |
| 55 | New Guardrail/Handrail (≥ 30" above ground) | 05 52 00 | Metal Railings | LNFT | 200 | $ - 0 | |
| 56 | Replace Guardrail/Handrail (≥ 30" above ground) | 05 52 00 | Metal Railings | LNFT | 50 | $ - 0 | |
| 57 | Construct Sub-base Less than 5 CY | 32 11 23 | Aggregate Base Courses | CUYD | 100 | $ - 0 | |
| 58 | Construct Sub-base 5 to 50 cubic yards | 32 11 23 | Aggregate Base Courses | CUYD | 100 | $ - 0 | |
| 59 | Construct Sub-base over 50 cubic yards | 32 11 23 | Aggregate Base Courses | CUYD | 175 | $ - 0 | |
| 60 | Common Excavation | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 61 | Common Excavation (Government Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 62 | Common Excavation (Contractor Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 63 | Embankment | 31 00 00 | Earthwork | CUYD | 500 | $ - 0 | |
| 64 | Embankment (Contractor Furnished) | 31 00 00 | Earthwork | CUYD | 100 | $ - 0 | |
| 65 | Salvage Topsoil | 31 00 00 | Earthwork | SQYD | 1,000 | $ - 0 | |
| 66 | Topsoil (Government Furnished) | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 67 | Rock Excavation | 31 00 00 | Earthwork | CUYD | 1,500 | $ - 0 | |
| 68 | Rip-Rap (D50)(4") | 31 00 00 | Earthwork | CUYD | 50 | $ - 0 | |
| 69 | Rip-Rap (D50)(6") | 31 00 00 | Earthwork | CUYD | 50 | $ - 0 | |
| 70 | Manipulation for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | SQYD | 1,500 | $ - 0 | |
| 71 | Quicklime for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | TONS | 20 | $ - 0 | |
| 72 | Hydrated Lime for Treated Subgrade | 32 11 30 | Lime Treated Subgrades | TONS | 20 | $ - 0 | |
| 73 | Geotextile Separation Fabric | 31 05 19 | Geosynthetics | SQYD | 1,000 | $ - 0 | |
| 74 | Core Drill (4”) Pavement Sampling | N/A | EACH | 20 | $ - 0 | ||
| 75 | In-Situ Soil Sampling and Testing for soil classification | 32 11 13.13 | Lime Treated Subgrades | EACH | 5 | $ - 0 | |
| 76 | Replace Asphalt Incidental to Work | 32 12 16 | HMA | CUFT | 100 | $ - 0 | |
| 77 | Pavement Marking (Paint)(4")(Yellow)(Without Glass Beads) | 32 17 23 | Pavement Markings | LNFT | 3,000 | $ - 0 | |
| 78 | Pavement Marking (Paint)(4")(White)(Without Glass Beads) | 32 17 23 | Pavement Markings | LNFT | 5,000 | $ - 0 | |
| 79 | Pavement Marking (Paint)(4")(Yellow) | 32 17 23 | Pavement Markings | LNFT | 10,000 | $ - 0 | |
| 80 | Pavement Marking (Paint)(4")(White) | 32 17 23 | Pavement Markings | LNFT | 2,000 | $ - 0 | |
| 81 | Pavement Marking (Paint)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 82 | Pavement Marking (Paint)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 83 | Pavement Marking (Paint)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 84 | Pavement Marking (Paint)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 85 | Pavement Marking (Paint)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 86 | Pavement Marking (Paint)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 87 | Pavement Marking (Paint)(Symbol: Bicycle) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 88 | Pavement Marking (Paint)(Symbol: Sharrow) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 89 | Pavement Marking (Paint)(Symbol: Handicap) | 32 17 23 | Pavement Markings | EACH | 30 | $ - 0 | |
| 90 | Pavement Marking (Paint)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 91 | Pavement Marking (Paint)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 6 | $ - 0 | |
| 92 | Pavement Marking (Epoxy)(4")(Yellow) | 32 17 23 | Pavement Markings | LNFT | 10,000 | $ - 0 | |
| 93 | Pavement Marking (Epoxy)(4")(White) | 32 17 23 | Pavement Markings | LNFT | 2,000 | $ - 0 | |
| 94 | Pavement Marking (Epoxy)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 95 | Pavement Marking (Epoxy)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 96 | Pavement Marking (Epoxy)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 97 | Pavement Marking (Epoxy)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 98 | Pavement Marking (Epoxy)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 99 | Pavement Marking (Epoxy)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 100 | Pavement Marking (Epoxy)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 101 | Pavement Marking (Epoxy)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 102 | Pavement Marking (Thermoplastic)(12")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 103 | Pavement Marking (Thermoplastic)(18")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 104 | Pavement Marking (Thermoplastic)(24")(White) | 32 17 23 | Pavement Markings | LNFT | 500 | $ - 0 | |
| 105 | Pavement Marking (Thermoplastic)(Symbol: Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 10 | $ - 0 | |
| 106 | Pavement Marking (Thermoplastic)(Symbol: Turn Arrow) | 32 17 23 | Pavement Markings | EACH | 20 | $ - 0 | |
| 107 | Pavement Marking (Thermoplastic)(Symbol: Turn and Thru Arrow) | 32 17 23 | Pavement Markings | EACH | 5 | $ - 0 | |
| 108 | Pavement Marking (Thermoplastic)(Symbol: Bicycle) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 109 | Pavement Marking (Thermoplastic)(Symbol: Sharrow) | 32 17 23 | Pavement Markings | EACH | 15 | $ - 0 | |
| 110 | Pavement Marking (Thermoplastic)(Symbol: RR Crossing) | 32 17 23 | Pavement Markings | EACH | 30 | $ - 0 | |
| 111 | Pavement Marking (Thermoplastic)(Word "ONLY") | 32 17 23 | Pavement Markings | EACH | 2 | $ - 0 | |
| 112 | Inset Pavement Markings | 33 17 23 | Pavement Markings | SQFT | 1,000 | $ - 0 | |
| 113 | Pavement Marking Removal | 33 17 23 | Pavement Markings | SQFT | 1,000 | $ - 0 | |
| 114 | Install Curb Inlet 2' X 3' X 5 | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 115 | Install Curb Inlet 5' X 5' X 5' | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 116 | Install Junction Box 5’ X 5’ X 5” | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 117 | Install additional depth of drainage structure | 33 40 00 | Storm Drainage Utilities | LNFT | 30 | $ - 0 | |
| 118 | Raise Manhole Lid | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 119 | Construct 12" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 120 | Construct 15" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 121 | Construct 18" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 122 | Construct 24" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 123 | Construct 30" Corrugated HDPE | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 124 | Construct 18" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 125 | Construct 24" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 126 | Construct 30" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 127 | Construct 36" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 128 | Construct 42" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 129 | Construct 48" RCP | 33 40 00 | Storm Drainage Utilities | LNFT | 50 | $ - 0 | |
| 130 | Construct 18" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 131 | Construct 24" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 132 | Construct 30" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 133 | Construct 36" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 4 | $ - 0 | |
| 134 | Construct 42" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 135 | Construct 48" Flared End Section | 33 40 00 | Storm Drainage Utilities | EACH | 2 | $ - 0 | |
| 136 | Trench Excavation (Trenches 5 feet of less in depth) | 31 00 00 | Earthwork | CUYD | 300 | $ - 0 | |
| 137 | Trench Excavation (Trenches exceeding 5 feet in depth) | 31 00 00 | Earthwork | CUYD | 150 | $ - 0 | |
| 138 | Trench Box (8' Tall) | 31 00 00 | Earthwork | WKLY | 4 | $ - 0 | |
| 139 | Construct 12" Trench Drain | 33 40 00 | Storm Drainage Utilities | LNFT | 30 | $ - 0 | |
| 140 | Down Spout Boot Cast Iron 4" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 141 | Down Spout Boot Cast Iron 6" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 142 | Down Spout Boot Cast Iron 8" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 143 | Down Spout Boot Steel 4" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 144 | Down Spout Boot Steel 6" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 145 | Down Spout Boot Steel 8" | 33 40 00 | Storm Drainage Utilities | EACH | 5 | $ - 0 | |
| 146 | Down Spout Lines PVC 6" | 33 40 00 | Storm Drainage Utilities | LNFT | 40 | $ - 0 | |
| 147 | Down Spout Lines PVC 8" | 33 40 00 | Storm Drainage Utilities | LNFT | 40 | $ - 0 | |
| 148 | Pipe Cleaning, Hydraulically Propelled Cleaning | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 149 | Pipe Cleaning, Combination Hydraulically Propelled Cleaning and Vac Truck | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 150 | TV Camera Inspection of Sewer Pipelines | 33 01 30.16 | TV Inspection and Cleaning of Sewer Pipelines | HOUR | 40 | $ - 0 | |
| 151 | Fence Posts (Metal)(2")(End, Corner, and Pull Posts)(Concrete Filled) | 32 31 13 | Fencing | EACH | 10 | $ - 0 | |
| 152 | Fence Posts (Metal)(2") | 32 31 13 | Fencing | EACH | 20 | $ - 0 | |
| 153 | Fence Fabric, Chain-Link | 32 31 13 | Fencing | SQYD | 1,400 | $ - 0 | |
| 154 | 3 Strand Barbed-Wire on Extension Arms | 32 31 13 | Fencing | LNFT | 200 | $ - 0 | |
| 155 | Fence Gate, Singe Swing (4' Width) with Gate Posts | 32 31 13 | Fencing | EACH | 3 | $ - 0 | |
| 156 | Fence Gate, Singe Swing (6' Width) with Gate Posts | 32 31 13 | Fencing | EACH | 1 | $ - 0 | |
| 157 | Fence Gate, Double Swing (12' width) with Gate Posts | 32 31 13 | Fencing | EACH | 1 | $ - 0 | |
| 158 | Concrete Mow Strip (24" wide x 4" deep) | 32 13 13.06 | Concrete Pavement | LNFT | 200 | $ - 0 | |
| 159 | Bollard (Steel Pipe)(Concrete Filled) | 32 31 13 | Fencing | EACH | 5 | $ - 0 | |
| 160 | Replace Isolated Bricks (Group < 50 Bricks) | 04 20 00 | Unit Masonry | EACH | 10 | $ - 0 | |
| 161 | Replace Bricks (Group ≥ 50 Bricks) | 04 20 00 | Unit Masonry | EACH | 500 | $ - 0 | |
| 162 | New CMU (8"x8"x16") Block Wall | 04 20 00 | Unit Masonry | SQFT | 2,000 | $ - 0 | |
| 163 | Replace CMU | 04 20 00 | Unit Masonry | EACH | 100 | $ - 0 | |
| 164 | Repointing Brick Masonry | 04 20 00 | Unit Masonry | LNFT | 100 | $ - 0 | |
| 165 | Repointing Stone Masonry | 04 20 00 | Unit Masonry | LNFT | 100 | $ - 0 | |
| 166 | Repointing Concrete Masonry | 04 20 00 | Unit Masonry | LNFT | 5,000 | $ - 0 | |
| 167 | Mortar Analysis | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 168 | Replace Isolated Bricks (Group < 50 Bricks)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 169 | Replace Bricks (Group ≥ 50 Bricks)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | EACH | 5,000 | $ - 0 | |
| 170 | Replace Stone Masonry (Rough Field)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 500 | $ - 0 | |
| 171 | Replace Stone Masonry (Dressed)(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | SQFT | 500 | $ - 0 | |
| 172 | Repointing Masonry(Historical) | 04 03 00 | Conservation Treatement for Period Masonry | LNFT | 500 | $ - 0 | |
| 173 | Repointing Stone Masonry (Historical) | 04 03 00 | Conservation Treatement for Period Masonry | LNFT | 50 | $ - 0 | |
| 174 | Joint Sealant, Masonry Joints (width < 1/2") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 | |
| 175 | Joint Sealant, Masonry Joints (1/2" ≤ width < 3/4") | 04 20 00 | Unit Masonry | LNFT | 50 | $ - 0 |
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File details come from the government source that posted it. Updated .