W912C317B0002-TE1-ExhContractLineItems.xlsx
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- W912C3-17-B-0002
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TE-1-W912C317B0002-EXHCONTRACTLINEITEMS
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EXHIBIT LINE ITEM NUMBERS
| 0001 BASE PERIOD: | |||||||||
| Section | ELIN | Product Name (120 Characters) | Description Extended | Estimated Quantity | Unit of Issue | Unit Price | Extended Price | ||
| Asphalt | 0001AA | Asphalt Pavement Overlay (2" Two inches depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 2”. In accordance with drawings and specifications within this contract | 30000 | SQYD | $ - 0 | $ - 0 | Instructions to Bidders. Include pricing on column G (green highlighted). Extended pricing should show immediately upon incorporating Unit Price. If not, ensure all is correct. Ensure prices are balanced for the Product. DO NOT CHANGE UNIT OF ISSUE OR ANY OTHER INFORMATION IN THIS DOCUMENT. UNIT PRICES WILL PREVAIL. ALL SUBCLINS WILL NEED TO BE PRICED. FAILURE TO LEAVE BLANK A SUBCLIN REQUIRING PRICING WILL BE REASON FOR REMOVAL FROM FURTHER CONSIDERATION FOR AWARD. | |
| 0001AB | Asphalt Pavement Overlay (Additional inch 1"depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 1”. In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | |||
| 0001AC | Surface Asphalt Patching 2" | Saw cutting, excavation and removal of a 2” thick section of existing wearing surface. Applying a tack coat prior to placing HMAC and compacting it to a uniform compacted thickness of 2”. In accordance with drawings and specifications within this contract | 3000 | SQFT | $ - 0 | $ - 0 | |||
| 0001AD | Full Depth Asphalt Patching 8" – Lean Concrete Base | Saw cutting and removal of HMAC layer (to include 6” overlap of existing base course on all sides). Excavation to a total depth of 8” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 6” or compacting 6” of base course of cruched gravel. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawings and specifications within this contract | 15000 | SQFT | $ - 0 | $ - 0 | |||
| 0001AE | Full Depth Asphalt Patching 10” – lean concrete | Saw cutting and removal of HMAC layer (to include 6” overlap of existing base course on all sides). Excavation to a total depth of 10” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 8” or compacting 8” of base course. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawings and specifications within this contract | 15000 | SQFT | $ - 0 | $ - 0 | |||
| 0001AF | Pavement Cold Milling, Asphalt or Concrete 2"depth | Work includes using a cold milling machine to remove 2” of pavement (concrete or asphalt). In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | Pricing Summary | ||
| 0001AG | Pavement Cold Milling, Asphalt or Concrete each additional inch | Work includes using a cold milling machine to remove an additional inch of pavement (concrete or asphalt). In accordance with drawings and specifications within this contract | 1500 | SQYD | $ - 0 | $ - 0 | Base Period | $ - 0 | |
| 0001AH | Concrete Shallow Gutter at Paving Area | Line items includes, Concrete (see detail drawing); Rebar (see detail drawing); Excavation, Form work. Base preparation is not included. In accordance with drawings and specifications within this contract | 100 | LNFT | $ - 0 | $ - 0 | First Option Period | $ - 0 | |
| Foundations & Base Material | 0001AJ | Shoulder Repair | Work includes replacing topsoil with suitable material for compaction. In accordance with drawings and specifications within this contract | 2000 | SQFT | $ - 0 | $ - 0 | Second Option Period | $ - 0 |
| 0001AK | Additional Base Course Replacement 6" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material up to a depth of 6” and replacing with 6” suitable base material. In accordance with drawings and specifications within this contract | 2000 | SQYD | $ - 0 | $ - 0 | Third Option Period | $ - 0 | |
| 0001AL | Additional Base Course Replacement 12" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material up to a depth of 12” and replacing with 12” suitable base material. In accordance with drawings and specifications within this contract | 1500 | SQYD | $ - 0 | $ - 0 | Fourth Option Period | $ - 0 | |
| 0001AM | Additional Base Course Replacement 1" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material an additional inch in and replacing with 1” suitable base material. In accordance with drawings and specifications within this contract | 500 | SQYD | $ - 0 | $ - 0 | TOTAL | $ - 0 | |
| 0001AN | Sub-Base Course gabion rock 6" inches layer | This line items accounts for removing and disposing 6” of material and placing a geotextile separation fabric on the soil. Placing a 6” layer of washed 6”-minus gabion rock with a 100% of material passing the 2” sieve. In accordance with drawings and specifications within this contract | 500 | SQYD | $ - 0 | $ - 0 | |||
| 0001AP | Geotextile Interlayer | Work includes the installation of the geotextile fabric layer. In accordance with drawings and specifications within this contract | 800 | SQYD | $ - 0 | $ - 0 | |||
| 0001AQ | Raising Manholes and/or Gratings | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting HMAC around the finished work area. In accordance with drawings and specifications within this contract | 20 | EA | $ - 0 | $ - 0 | |||
| 0001AR | Raising Water Valves, Electrical Boxes | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting HMAC around the finished work area. In accordance with drawings and specifications within this contract | 20 | EA | $ - 0 | $ - 0 | |||
| Concrete | 0001AS | Concrete Handicap Ramp including truncated domes | Work includes selective demolition of existing concrete elements in addition to surface preparation, concrete formwork and placing concrete, installing truncated domes and finishing the surface. In accordance with drawings and specifications within this contract | 10 | EA | $ - 0 | $ - 0 | ||
| 0001AT | Concrete Curb Type A | Line items includes, concrete (see detail drawing), rebar, excavation, form work; 1.5 cubic foot of crushed stone Base preparation - 0’6” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil In accordance with drawings and specifications within this contract | 3000 | LNFT | $ - 0 | $ - 0 | |||
| 0001AU | Concrete Curb Type B | Line items includes, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; 1.5 cubic foot of crushed stone Base preparation - 0’6” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract | 2000 | LNFT | $ - 0 | $ - 0 | |||
| 0001AV | Plaster | Line item includes bonding agent, base coat and finish coat. In accordance with drawings and specifications within this contract | 2000 | SY | $ - 0 | $ - 0 | |||
| 0001AW | Typical sidewalk detail | Line items includes: reinforcement #3@12" o.c. e.w. , and sidewalk thickened edges (see detail drawing), 4” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 15000 | LF | $ - 0 | $ - 0 | |||
| 0001AX | 4" thick slab (comp) #4 @ 14" x 14" | 3500psi, 4 inches depth, #4bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 10000 | SF | $ - 0 | $ - 0 | |||
| 0001AY | 5" thick slab (comp) #5 @12" x 12" | 3500psi, 5 inches depth, #4bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 10000 | SF | $ - 0 | $ - 0 | |||
| 0001AZ | 6" thick Concrete Slab | 3500psi, 6 inches depth, #5bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 8000 | SQFT | $ - 0 | $ - 0 | |||
| 0001BA | 8" thick slab (comp) #5 @12" x 12" | 3500psi, 8 inches depth, #5bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 10000 | SF | $ - 0 | $ - 0 | |||
| 0001BB | 6" thick Concrete wall section |
Burke, Robert CIV USA IMCOM: Burke, Robert CIV USA IMCOM:
| Needs CAD drawing for new items | Wall Section with 3500psi concrete, 6 inches wide, #5bar, 12" O.C., 8" depth - 24" wide footing including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 2000 | LF | $ - 0 | $ - 0 | |||
| 0001BC | Concrete trench w/steel grating and frame | Line items includes steel grating and frame, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 200 | LF | $ - 0 | $ - 0 | ||
| 0001BD | Typical Open Concrete Drain | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 200 | LF | $ - 0 | $ - 0 | ||
| 0001BE | Typical Concrete ditch | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 1500 | SF | $ - 0 | $ - 0 | ||
| 0001BF | Guard post 6" diameter pipe col conc. Filled and field paint with chain and footing | Line items includes, concrete (see detail drawing), 6" dia steel pipe, excavation, form work, and all material used for crushed stone base preparation and placing backfill; including 4” Topsoil In accordance with drawings and specifications within this contract | 100 | EA | $ - 0 | $ - 0 | ||
| 0001BG | Concrete Pump | Line item includes: Use for concrete conveying and pumping to locations not accessible by conventional methods. | 30 | EA | $ - 0 | $ - 0 | ||
| 0001BH | R.w. 3'-6'includes: excavation, backfill and reinforcement | Line items includes, concrete (see detail drawing), rebar, excavation, form work, weep pipe, 3/4" dia clean gravel filter material, geotech fabric; crushed stone Base preparation - 0’6” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil In accordance with drawings and specifications within this contract | 1000 | LF | $ - 0 | $ - 0 | ||
| 0001BJ | Precast concrete sound barrier wall | In accordance with drawings and specifications within this contract | 1400 | SM | $ - 0 | $ - 0 | ||
| Traffic Control & Markings | 0001BK | Remove traffic markings | Remove traffic markings by mechanical means, to include grinding, water blasting, sandblasting or shot blasting. | 250 | SQFT | $ - 0 | $ - 0 | |
| 0001BL | Four (4") Inch Wide Traffic Lines (Traffic paint) Yellow, White, Blue or Red | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 8000 | LNFT | $ - 0 | $ - 0 | ||
| 0001BM | Four (4") Inch Wide Traffic Lines (Thermoplastic Reflective paint) Yellow/White | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 20000 | LNFT | $ - 0 | $ - 0 | ||
| 0001BN | Traffic Arrows (Single) Thermoplastic Reflective Paint | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 50 | EA | $ - 0 | $ - 0 | ||
| 0001BP | Traffic Arrows (Double) Thermoplastic Reflective Paint | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 16 | EA | $ - 0 | $ - 0 | ||
| 0001BQ | Crosswalks | Surface preparation for striping of 24” x 60” thermoplastic reflective paint bands along the crosswalk. Cost is per linear feet of crosswalk length (roadway width). In accordance with drawings and specifications within this contract | 1000 | LNFT | $ - 0 | $ - 0 | ||
| 0001BR | Handicap Symbol Painted | Meet MUTCD and FHWA applicable standards. | 40 | EA | $ - 0 | $ - 0 | ||
| 0001BS | Traffic Signs(24"x12” or 18"x6") with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 30 | EA | $ - 0 | $ - 0 | ||
| 0001BT | Traffic Signs(24"x24" or 24"x30") with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 40 | EA | $ - 0 | $ - 0 | ||
| 0001BU | Traffic Signs(30"x30" or 36"x36”) with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 80 | EA | $ - 0 | $ - 0 | ||
| 0001BV | Existing Traffic Signs removal and re-installation with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 20 | EA | $ - 0 | $ - 0 | ||
| 0001BW | Concrete Wheel Stops, for Automotive, including installation | In accordance with drawings and specifications within this contract | 100 | EA | $ - 0 | $ - 0 | ||
| 0001BX | Recycled rubber Wheel Stops, for Automotive, including installation | In accordance with drawings and specifications within this contract | 100 | EA | $ - 0 | $ - 0 | ||
| 0001BY | Concrete Wheel Stops, for trucks, including installation | In accordance with drawings and specifications within this contract | 20 | EA | $ - 0 | $ - 0 | ||
| 0001BZ | Existing Concrete Wheel Stops, for cars/trucks, removal and re-installation | In accordance with drawings and specifications within this contract | 150 | EA | $ - 0 | $ - 0 | ||
| 0001CA | Existing Concrete Wheel Stops, for cars/trucks, Removal and Disposal | In accordance with drawings and specifications within this contract | 150 | EA | $ - 0 | $ - 0 | ||
| 0001CB | Raised Reflective Pavement Lane Markers (White or Yellow both faces) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 0001CC | Raised Reflective Pavement Markers (White, Blue and Red Face) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 0001CD | Solar Raised Reflective Pavement Lane Markers (White, Blue or Yellow both faces) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 0001CE | Solar Raised Reflective Pavement Lane Markers (White Face and Red Face) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 0001CF | Guard Rails, Single Face,12 GA. | Line item includes posts, fasteners, railing, excavation, and installation in accordance to specifications and drawings within this contract. | 600 | LNFT | $ - 0 | $ - 0 | ||
| 0001CG | Existing Guard Rails, Single Face,12 GA. Removal including Posts( Returned to Gov. or Disposal) | Line item includes posts, fasteners, railing, excavation, and installation in accordance to specifications and drawings within this contract. | 100 | LNFT | $ - 0 | $ - 0 | ||
| 0001CH | Existing Guard Rails Removal and re-installation, Single Face,12 GA. Including Posts | Line item includes posts, fasteners, railing, excavation, and installation in accordance to specifications and drawings within this contract. | 200 | LNFT | $ - 0 | $ - 0 | ||
| Green Infrastruture | 0001CJ | GeoGrid Grass Pavers – GeoBlock® System | Line item includes: 8 inches Compacted sandy gravel road base. GEOBLOCK®5150 (2 in x 20 in x 40) geogrid paving units laid in a herringbone pattern, 2 in. topsoil, overlaid with sod. In accordance with drawings and specifications within this contract | 2500 | SQFT | $ - 0 | $ - 0 | |
| 0001CK | 4 inch Pervious Concrete Pavement | Line item includes: excavation, 3 inches of 1inch min. dia compacted washed stone, 2 layers of geotextile fabric (see drawing details), 3inches of 1 inch max crushed stone, 1 inch final grading sand, GrassCrete® former, #4 rebar (placed in accordance to GrassCrete® specifications), topsoil place within concrete void spaces, grass seed, and constructed in accordance to drawings and specifications within this contract. | 4000 | SQFT | $ - 0 | $ - 0 | ||
| 0001CL | 6 inch Pervious Concrete Pavement | Line item includes: excavation, 5 inches of 1 inch min. dia compacted washed stone, 2 layers of geotextile fabric (see drawing details), 3 inches of 1 inch max crushed stone, 1 inch final grading sand, GrassCrete® former, #4 rebar (placed in accordance to GrassCrete® specifications), topsoil place within concrete void spaces, grass seed, and constructed in accordance to drawings and specifications within this contract. | 2500 | SQFT | $ - 0 | $ - 0 | ||
| 0001CM | Bio Swale | Line item includes: excavation, placement of stone, grading, topsoil, sodding, and in accordance with drawings and specifications within this contract | 2500 | LNFT | $ - 0 | $ - 0 | ||
| Drainage & Piping | 0001CN | Single inlet (10'0" hgt max) | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 6 | EA | $ - 0 | $ - 0 | |
| 0001CP | Double inlet (17'-2" hgt max) | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 4 | EA | $ - 0 | $ - 0 | ||
| 0001CQ | Steel grating and frame | Line items includes steel grating and frame in accordance with drawings and specifications within this contract. | 10 | EA | $ - 0 | $ - 0 | ||
| 0001CR | New catch basin and frames | Line items includes steel grating and frame, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 10 | EA | $ - 0 | $ - 0 | ||
| 0001CS | Headwalls | Line items includes, concrete (see detail drawing), rebar, excavation, form work; crushed stone Base preparation - 0’4” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil In accordance with drawings and specifications within this contract | 8 | EA | $ - 0 | $ - 0 | ||
| 0001CT | Concrete drain transition | In accordance with drawings and specifications within this contract | 1 | EA | $ - 0 | $ - 0 | ||
| 0001CU | Existing catch basin raise | In accordance with drawings and specifications within this contract | 15 | EA | $ - 0 | $ - 0 | ||
| 0001CV | Pvc drainage protection | In accordance with drawings and specifications within this contract | 150 | LF | $ - 0 | $ - 0 | ||
| 0001CW | Pvc drainage pipe 0.5"-2" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 0001CX | Pvc drainage pipe 2"-4" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 0001CY | Pvc drainage pipe 6" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 0001CZ | Pvc drainage pipe 8" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 0001DA | Pvc drainage pipe 10" dia complete | In accordance with drawings and specifications within this contract | 100 | LF | $ - 0 | $ - 0 | ||
| 0001DB | Pvc drainage pipe 12" dia complete | In accordance with drawings and specifications within this contract | 100 | LF | $ - 0 | $ - 0 | ||
| 0001DC | Concrete drainage pipe iii, 16" dia comp | In accordance with drawings and specifications within this contract | 150 | LF | $ - 0 | $ - 0 | ||
| 0001DD | Concrete drainage pipe iii, 18" dia comp | In accordance with drawings and specifications within this contract | 200 | LF | $ - 0 | $ - 0 | ||
| 0001DE | Concrete drainage pipe iii, 24" dia comp | In accordance with drawings and specifications within this contract | 150 | LF | $ - 0 | $ - 0 | ||
| 0001DF | Concrete drainage pipe iii, 30" dia comp | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 0001DG | Concrete drainage pipe iii, 36" dia comp | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 0001DH | 4" Preforated Drainage Pipe Installation | Line item includes all labor and material to place 4" drainage pipe at maxium depth of -3' per liner foot, In accordance with drawings and specifications within this contract | 2000 | LF | $ - 0 | $ - 0 | ||
| Sealants | 0001DJ | Asphalt Pavement Crack Sealing | This line item is for crack sealing up to 2” wide cracks on pavement. Includes routing equipment with drill bit, crack cleaning and sealant. For cracks greater than ¾” depth backup material (i.e. backer rod) will be required. In accordance with drawings and specifications within this contract | 8000 | LNFT | $ - 0 | $ - 0 | |
| 0001DK | Asphalt FOG Sealing | This line item is a preventative maintenance treatment for existing asphalt surfaces. Fog seals are applied at 0.05 to 2.0 gallons/square yard of the diluted asphalt emulsion. In accordance with drawings and specifications within this contract | 15000 | SQYD | $ - 0 | $ - 0 | ||
| 0001DL | Replace joint sealant | In accordance with drawings and specifications within this contract | 100 | LF | $ - 0 | $ - 0 | ||
| Demolition | 0001DM | Remove/dispose reinforce concrete | In accordance with drawings and specifications within this contract | 1200 | SF | $ - 0 | $ - 0 | |
| 0001DN | Saw cutting concrete | In accordance with drawings and specifications within this contract | 4000 | LF | $ - 0 | $ - 0 | ||
| 0001DP | Clearing and Grubbing, Including Disposal | Clearing shall consist of the felling, trimming, and cutting of trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including downed timber, snags, brush, and rubbish occurring within the areas to be cleared. Grubbing shall consist of the removal and disposal of stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas. In accordance with drawings and specifications within this contract | 1000 | SQYD | $ - 0 | $ - 0 | ||
| Landscaping | 0001DQ | Sod Planting including Top Soil | 2 inches of approved offsite Top Soil to be applied evenly throughout sod area. Remove debris and stones larger than 3/4 inch in any dimension remaining on the surface after finish grading. Correct irregularities in finish surfaces to eliminate depressions. Gaps between sod pieces shall not exceed 1inch. Immediately after sodding, firm entire area except for slopes in excess of 3 to 1 with a roller not exceeding 90 pounds for each foot of roller width. In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | |
| 0001DR | Excavation: additional beyond the incidental | In accordance with drawings and specifications within this contract | 1000 | CY | $ - 0 | $ - 0 | ||
| 0001DS | Backfill: additional beyond the incidental | In accordance with drawings and specifications within this contract | 1000 | CY | $ - 0 | $ - 0 | ||
| 0001DT | Silt Fence | Line item includes: silt fence and installation in accordance to drawings and specifications within this contract. | 4000 | LNFT | $ - 0 | |||
| Miscellaneous | 0001DU | Handrail - 1.5" Schedule 80, 316 Stainless Steel Pipe | Line item includes: Material, welding, 2 Rail ADA configuration, labor, and installation | 400 | LNFT | $ - 0 | $ - 0 | |
| 0001DV | Handrail - 1.5" Galvanized Steel Pipe, Pipe Schedule 40 | Line item includes: Material, welding, 2 Rail ADA configuration, primer and 2 coats paint, labor, and installation | 400 | LNFT | $ - 0 | $ - 0 | ||
| 0001DW | Handrail - 1.5" Aluminum, clear anodized | Line item includes: Material, welding, 2 Rail ADA configuration, satin finish, clear anodized, labor, and installation | 400 | LNFT | $ - 0 | $ - 0 | ||
| 0001 | Base Period Total: | $ - 0 |
| 1001 FIRST OPTION PERIOD: | |||||||
| Section | ELIN | Product Name (120 Characters) | Description Extended | Estimated Quantity | Unit of Issue | Unit Price | Extended Price |
| Asphalt | 1001AA | Asphalt Pavement Overlay (2" Two inches depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 2”. In accordance with drawings and specifications within this contract | 30000 | SQYD | $ - 0 | $ - 0 |
| 1001AB | Asphalt Pavement Overlay (Additional inch 1"depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 1”. In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | |
| 1001AC | Surface Asphalt Patching 2" | Saw cutting, excavation and removal of a 2” thick section of existing wearing surface. Applying a tack coat prior to placing HMAC and compacting it to a uniform compacted thickness of 2”. In accordance with drawings and specifications within this contract | 3000 | SQFT | $ - 0 | $ - 0 | |
| 1001AD | Full Depth Asphalt Patching 8" – Lean Concrete Base | Saw cutting and removal of HMAC layer (to include 6” overlap of existing base course on all sides). Excavation to a total depth of 8” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 6” or compacting 6” of base course of crushed gravel. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawings and specifications within this contract | 15000 | SQFT | $ - 0 | $ - 0 | |
| 1001AE | Full Depth Asphalt Patching 10” – lean concrete | Saw cutting and removal of HMAC layer (to include 6” overlap of existing base course on all sides). Excavation to a total depth of 10” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 8” or compacting 8” of base course. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawings and specifications within this contract | 15000 | SQFT | $ - 0 | $ - 0 | |
| 1001AF | Pavement Cold Milling, Asphalt or Concrete 2"depth | Work includes using a cold milling machine to remove 2” of pavement (concrete or asphalt). In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | |
| 1001AG | Pavement Cold Milling, Asphalt or Concrete each additional inch | Work includes using a cold milling machine to remove an additional inch of pavement (concrete or asphalt). In accordance with drawings and specifications within this contract | 1500 | SQYD | $ - 0 | $ - 0 | |
| 1001AH | Concrete Shallow Gutter at Paving Area | Line items includes, Concrete (see detail drawing); Rebar (see detail drawing); Excavation, Form work. Base preparation is not included. In accordance with drawings and specifications within this contract | 100 | LNFT | $ - 0 | $ - 0 | |
| Foundations & Base Material | 1001AJ | Shoulder Repair | Work includes replacing topsoil with suitable material for compaction. In accordance with drawings and specifications within this contract | 2000 | SQFT | $ - 0 | $ - 0 |
| 1001AK | Additional Base Course Replacement 6" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material up to a depth of 6” and replacing with 6” suitable base material. In accordance with drawings and specifications within this contract | 2000 | SQYD | $ - 0 | $ - 0 | |
| 1001AL | Additional Base Course Replacement 12" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material up to a depth of 12” and replacing with 12” suitable base material. In accordance with drawings and specifications within this contract | 1500 | SQYD | $ - 0 | $ - 0 | |
| 1001AM | Additional Base Course Replacement 1" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material an additional inch in and replacing with 1” suitable base material. In accordance with drawings and specifications within this contract | 500 | SQYD | $ - 0 | $ - 0 | |
| 1001AN | Sub-Base Course gabion rock 6" inches layer | This line items accounts for removing and disposing 6” of material and placing a geotextile separation fabric on the soil. Placing a 6” layer of washed 6”-minus gabion rock with a 100% of material passing the 2” sieve. In accordance with drawings and specifications within this contract | 500 | SQYD | $ - 0 | $ - 0 | |
| 1001AP | Geotextile Interlayer | Work includes the installation of the geotextile fabric layer. In accordance with drawings and specifications within this contract | 800 | SQYD | $ - 0 | $ - 0 | |
| 1001AQ | Raising Manholes and/or Gratings | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting HMAC around the finished work area. In accordance with drawings and specifications within this contract | 20 | EA | $ - 0 | $ - 0 | |
| 1001AR | Raising Water Valves, Electrical Boxes | Work includes selective demolition, welding, placing of reinforced concrete and/or placing and compacting HMAC around the finished work area. In accordance with drawings and specifications within this contract | 20 | EA | $ - 0 | $ - 0 | |
| Concrete | 1001AS | Concrete Handicap Ramp including truncated domes | Work includes selective demolition of existing concrete elements in addition to surface preparation, concrete formwork and placing concrete, installing truncated domes and finishing the surface. In accordance with drawings and specifications within this contract | 10 | EA | $ - 0 | $ - 0 |
| 1001AT | Concrete Curb Type A | Line items includes, concrete (see detail drawing), rebar, excavation, form work; 1.5 cubic foot of crushed stone Base preparation - 0’6” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil In accordance with drawings and specifications within this contract | 3000 | LNFT | $ - 0 | $ - 0 | |
| 1001AU | Concrete Curb Type B | Line items includes, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; 1.5 cubic foot of crushed stone Base preparation - 0’6” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract | 2000 | LNFT | $ - 0 | $ - 0 | |
| 1001AV | Plaster | Line item includes bonding agent, base coat and finish coat. In accordance with drawings and specifications within this contract | 2000 | SY | $ - 0 | $ - 0 | |
| 1001AW | Typical sidewalk detail | Line items includes: reinforcement #3@12" o.c. e.w. , and sidewalk thickened edges (see detail drawing), 4” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 15000 | LF | $ - 0 | $ - 0 | |
| 1001AX | 4" thick slab (comp) #4 @ 14" x 14" | 3500psi, 4 inches depth, #4bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 10000 | SF | $ - 0 | $ - 0 | |
| 1001AY | 5" thick slab (comp) #5 @12" x 12" | 3500psi, 5 inches depth, #4bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 10000 | SF | $ - 0 | $ - 0 | |
| 1001AZ | 6" thick Concrete Slab | 3500psi, 6 inches depth, #5bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 8000 | SQFT | $ - 0 | $ - 0 | |
| 1001BA | 8" thick slab (comp) #5 @12" x 12" | 3500psi, 8 inches depth, #5bar, 12" O.C., including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 10000 | SF | $ - 0 | $ - 0 | |
| 1001BB | 6" thick Concrete wall section |
Burke, Robert CIV USA IMCOM: Burke, Robert CIV USA IMCOM:
| Needs CAD drawing for new items | Wall Section with 3500psi concrete, 6 inches wide, #5bar, 12" O.C., 8" depth - 24" wide footing including, 6” compacted base course, plastic, excavation and form work. In accordance with drawings and specifications within this contract | 2000 | LF | $ - 0 | $ - 0 | |||
| 1001BC | Concrete trench w/steel grating and frame | Line items includes steel grating and frame, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 200 | LF | $ - 0 | $ - 0 | ||
| 1001BD | Typical Open Concrete Drain | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 200 | LF | $ - 0 | $ - 0 | ||
| 1001BE | Typical Concrete ditch | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 1 cubic foot of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 1500 | SF | $ - 0 | $ - 0 | ||
| 1001BF | Guard post 6" diameter pipe col conc. Filled and field paint with chain and footing | Line items includes, concrete (see detail drawing), 6" dia steel pipe, excavation, form work, and all material used for crushed stone base preparation and placing backfill; including 4” Topsoil In accordance with drawings and specifications within this contract | 100 | EA | $ - 0 | $ - 0 | ||
| 1001BG | Concrete Pump | Line item includes: Use for concrete conveying and pumping to locations not accessible by conventional methods. | 30 | EA | $ - 0 | $ - 0 | ||
| 1001BH | R.w. 3'-6'includes: excavation, backfill and reinforcement | Line items includes, concrete (see detail drawing), rebar, excavation, form work, weep pipe, 3/4" dia clean gravel filter material, geotech fabric; crushed stone Base preparation - 0’6” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil In accordance with drawings and specifications within this contract | 1000 | LF | $ - 0 | $ - 0 | ||
| 1001BJ | Precast concrete sound barrier wall | In accordance with drawings and specifications within this contract | 1400 | SM | $ - 0 | $ - 0 | ||
| Traffic Control & Markings | 1001BK | Remove traffic markings | Remove traffic markings by mechanical means, to include grinding, water blasting, sandblasting or shot blasting. | 250 | SQFT | $ - 0 | $ - 0 | |
| 1001BL | Four (4") Inch Wide Traffic Lines (Traffic paint) Yellow, White, Blue or Red | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 8000 | LNFT | $ - 0 | $ - 0 | ||
| 1001BM | Four (4") Inch Wide Traffic Lines (Thermoplastic Reflective paint) Yellow/White | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 20000 | LNFT | $ - 0 | $ - 0 | ||
| 1001BN | Traffic Arrows (Single) Thermoplastic Reflective Paint | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 50 | EA | $ - 0 | $ - 0 | ||
| 1001BP | Traffic Arrows (Double) Thermoplastic Reflective Paint | Surface preparation and application of paint. Meet MUTCD and FHWA applicable standards. | 16 | EA | $ - 0 | $ - 0 | ||
| 1001BQ | Crosswalks | Surface preparation for striping of 24” x 60” thermoplastic reflective paint bands along the crosswalk. Cost is per linear feet of crosswalk length (roadway width). In accordance with drawings and specifications within this contract | 1000 | LNFT | $ - 0 | $ - 0 | ||
| 1001BR | Handicap Symbol Painted | Meet MUTCD and FHWA applicable standards. | 40 | EA | $ - 0 | $ - 0 | ||
| 1001BS | Traffic Signs(24"x12” or 18"x6") with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 30 | EA | $ - 0 | $ - 0 | ||
| 1001BT | Traffic Signs(24"x24" or 24"x30") with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 40 | EA | $ - 0 | $ - 0 | ||
| 1001BU | Traffic Signs(30"x30" or 36"x36”) with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 80 | EA | $ - 0 | $ - 0 | ||
| 1001BV | Existing Traffic Signs removal and re-installation with the breakaway post system | Meet MUTCD and FHWA applicable standards. | 20 | EA | $ - 0 | $ - 0 | ||
| 1001BW | Concrete Wheel Stops, for Automotive, including installation | In accordance with drawings and specifications within this contract | 100 | EA | $ - 0 | $ - 0 | ||
| 1001BX | Recycled rubber Wheel Stops, for Automotive, including installation | In accordance with drawings and specifications within this contract | 100 | EA | $ - 0 | $ - 0 | ||
| 1001BY | Concrete Wheel Stops, for trucks, including installation | In accordance with drawings and specifications within this contract | 20 | EA | $ - 0 | $ - 0 | ||
| 1001BZ | Existing Concrete Wheel Stops, for cars/trucks, removal and re-installation | In accordance with drawings and specifications within this contract | 150 | EA | $ - 0 | $ - 0 | ||
| 1001CA | Existing Concrete Wheel Stops, for cars/trucks, Removal and Disposal | In accordance with drawings and specifications within this contract | 150 | EA | $ - 0 | $ - 0 | ||
| 1001CB | Raised Reflective Pavement Lane Markers (White or Yellow both faces) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 1001CC | Raised Reflective Pavement Markers (White, Blue and Red Face) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 1001CD | Solar Raised Reflective Pavement Lane Markers (White, Blue or Yellow both faces) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 1001CE | Solar Raised Reflective Pavement Lane Markers (White Face and Red Face) | Meet MUTCD and FHWA applicable standards. | 100 | EA | $ - 0 | $ - 0 | ||
| 1001CF | Guard Rails, Single Face,12 GA. | Line item includes posts, fasteners, railing, excavation, and installation in accordance to specifications and drawings within this contract. | 600 | LNFT | $ - 0 | $ - 0 | ||
| 1001CG | Existing Guard Rails, Single Face,12 GA. Removal including Posts( Returned to Gov. or Disposal) | Line item includes posts, fasteners, railing, excavation, and installation in accordance to specifications and drawings within this contract. | 100 | LNFT | $ - 0 | $ - 0 | ||
| 1001CH | Existing Guard Rails Removal and re-installation, Single Face,12 GA. Including Posts | Line item includes posts, fasteners, railing, excavation, and installation in accordance to specifications and drawings within this contract. | 200 | LNFT | $ - 0 | $ - 0 | ||
| Green Infrastructure | 1001CJ | GeoGrid Grass Pavers – GeoBlock® System | Line item includes: 8 inches Compacted sandy gravel road base. GEOBLOCK®5150 (2 in x 20 in x 40) geogrid paving units laid in a herringbone pattern, 2 in. topsoil, overlaid with sod. In accordance with drawings and specifications within this contract | 2500 | SQFT | $ - 0 | $ - 0 | |
| 1001CK | 4 inch Pervious Concrete Pavement | Line item includes: excavation, 3 inches of 1inch min. dia compacted washed stone, 2 layers of geotextile fabric (see drawing details), 3inches of 1 inch max crushed stone, 1 inch final grading sand, GrassCrete® former, #4 rebar (placed in accordance to GrassCrete® specifications), topsoil place within concrete void spaces, grass seed, and constructed in accordance to drawings and specifications within this contract. | 4000 | SQFT | $ - 0 | $ - 0 | ||
| 1001CL | 6 inch Pervious Concrete Pavement | Line item includes: excavation, 5 inches of 1 inch min. dia compacted washed stone, 2 layers of geotextile fabric (see drawing details), 3 inches of 1 inch max crushed stone, 1 inch final grading sand, GrassCrete® former, #4 rebar (placed in accordance to GrassCrete® specifications), topsoil place within concrete void spaces, grass seed, and constructed in accordance to drawings and specifications within this contract. | 2500 | SQFT | $ - 0 | $ - 0 | ||
| 1001CM | Bio Swale | Line item includes: excavation, placement of stone, grading, topsoil, sodding, and in accordance with drawings and specifications within this contract | 2500 | LNFT | $ - 0 | $ - 0 | ||
| Drainage & Piping | 1001CN | Single inlet (10'0" hgt max) | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 6 | EA | $ - 0 | $ - 0 | |
| 1001CP | Double inlet (17'-2" hgt max) | Line items includes concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 4 | EA | $ - 0 | $ - 0 | ||
| 1001CQ | Steel grating and frame | Line items includes steel grating and frame in accordance with drawings and specifications within this contract. | 10 | EA | $ - 0 | $ - 0 | ||
| 1001CR | New catch basin and frames | Line items includes steel grating and frame, concrete (see detail drawing); Rebar (see detail drawing); Excavation, form work; compacted crushed stone Base preparation; 5 cubic yards of backfill, including 4” Topsoil. In accordance with drawings and specifications within this contract. | 10 | EA | $ - 0 | $ - 0 | ||
| 1001CS | Headwalls | Line items includes, concrete (see detail drawing), rebar, excavation, form work; crushed stone Base preparation - 0’4” depth after compaction; 1 cubic foot of backfill, including 4” Topsoil In accordance with drawings and specifications within this contract | 8 | EA | $ - 0 | $ - 0 | ||
| 1001CT | Concrete drain transition | In accordance with drawings and specifications within this contract | 1 | EA | $ - 0 | $ - 0 | ||
| 1001CU | Existing catch basin raise | In accordance with drawings and specifications within this contract | 15 | EA | $ - 0 | $ - 0 | ||
| 1001CV | Pvc drainage protection | In accordance with drawings and specifications within this contract | 150 | LF | $ - 0 | $ - 0 | ||
| 1001CW | Pvc drainage pipe 0.5"-2" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 1001CX | Pvc drainage pipe 2"-4" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 1001CY | Pvc drainage pipe 6" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 1001CZ | Pvc drainage pipe 8" dia complete | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 1001DA | Pvc drainage pipe 10" dia complete | In accordance with drawings and specifications within this contract | 100 | LF | $ - 0 | $ - 0 | ||
| 1001DB | Pvc drainage pipe 12" dia complete | In accordance with drawings and specifications within this contract | 100 | LF | $ - 0 | $ - 0 | ||
| 1001DC | Concrete drainage pipe iii, 16" dia comp | In accordance with drawings and specifications within this contract | 150 | LF | $ - 0 | $ - 0 | ||
| 1001DD | Concrete drainage pipe iii, 18" dia comp | In accordance with drawings and specifications within this contract | 200 | LF | $ - 0 | $ - 0 | ||
| 1001DE | Concrete drainage pipe iii, 24" dia comp | In accordance with drawings and specifications within this contract | 150 | LF | $ - 0 | $ - 0 | ||
| 1001DF | Concrete drainage pipe iii, 30" dia comp | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 1001DG | Concrete drainage pipe iii, 36" dia comp | In accordance with drawings and specifications within this contract | 50 | LF | $ - 0 | $ - 0 | ||
| 1001DH | 4" Perforated Drainage Pipe Installation | Line item includes all labor and material to place 4" drainage pipe at maximum depth of -3' per liner foot, In accordance with drawings and specifications within this contract | 2000 | LF | $ - 0 | $ - 0 | ||
| Sealants | 1001DJ | Asphalt Pavement Crack Sealing | This line item is for crack sealing up to 2” wide cracks on pavement. Includes routing equipment with drill bit, crack cleaning and sealant. For cracks greater than ¾” depth backup material (i.e. backer rod) will be required. In accordance with drawings and specifications within this contract | 8000 | LNFT | $ - 0 | $ - 0 | |
| 1001DK | Asphalt FOG Sealing | This line item is a preventative maintenance treatment for existing asphalt surfaces. Fog seals are applied at 0.05 to 2.0 gallons/square yard of the diluted asphalt emulsion. In accordance with drawings and specifications within this contract | 15000 | SQYD | $ - 0 | $ - 0 | ||
| 1001DL | Replace joint sealant | In accordance with drawings and specifications within this contract | 100 | LF | $ - 0 | $ - 0 | ||
| Demolition | 1001DM | Remove/dispose reinforce concrete | In accordance with drawings and specifications within this contract | 1200 | SF | $ - 0 | $ - 0 | |
| 1001DN | Saw cutting concrete | In accordance with drawings and specifications within this contract | 4000 | LF | $ - 0 | $ - 0 | ||
| 1001DP | Clearing and Grubbing, Including Disposal | Clearing shall consist of the felling, trimming, and cutting of trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including downed timber, snags, brush, and rubbish occurring within the areas to be cleared. Grubbing shall consist of the removal and disposal of stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas. In accordance with drawings and specifications within this contract | 1000 | SQYD | $ - 0 | $ - 0 | ||
| Landscaping | 1001DQ | Sod Planting including Top Soil | 2 inches of approved offsite Top Soil to be applied evenly throughout sod area. Remove debris and stones larger than 3/4 inch in any dimension remaining on the surface after finish grading. Correct irregularities in finish surfaces to eliminate depressions. Gaps between sod pieces shall not exceed 1inch. Immediately after sodding, firm entire area except for slopes in excess of 3 to 1 with a roller not exceeding 90 pounds for each foot of roller width. In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | |
| 1001DR | Excavation: additional beyond the incidental | In accordance with drawings and specifications within this contract | 1000 | CY | $ - 0 | $ - 0 | ||
| 1001DS | Backfill: additional beyond the incidental | In accordance with drawings and specifications within this contract | 1000 | CY | $ - 0 | $ - 0 | ||
| 1001DT | Silt Fence | Line item includes: silt fence and installation in accordance to drawings and specifications within this contract. | 4000 | LNFT | $ - 0 | $ - 0 | ||
| Miscellaneous | 1001DU | Handrail - 1.5" Schedule 80, 316 Stainless Steel Pipe | Line item includes: Material, welding, 2 Rail ADA configuration, labor, and installation | 400 | LNFT | $ - 0 | $ - 0 | |
| 1001DV | Handrail - 1.5" Galvanized Steel Pipe, Pipe Schedule 40 | Line item includes: Material, welding, 2 Rail ADA configuration, primer and 2 coats paint, labor, and installation | 400 | LNFT | $ - 0 | $ - 0 | ||
| 1001DW | Handrail - 1.5" Aluminum, clear anodized | Line item includes: Material, welding, 2 Rail ADA configuration, satin finish, clear anodized, labor, and installation | 400 | LNFT | $ - 0 | $ - 0 | ||
| 1001 | First Option Period Total: | $ - 0 | ||||||
| 2001 SECOND OPTION PERIOD: | ||||||||
| Section | ELIN | Product Name (120 Characters) | Description Extended | Estimated Quantity | Unit of Issue | Unit Price | Extended Price | |
| Asphalt | 2001AA | Asphalt Pavement Overlay (2" Two inches depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 2”. In accordance with drawings and specifications within this contract | 30000 | SQYD | $ - 0 | $ - 0 | |
| 2001AB | Asphalt Pavement Overlay (Additional inch 1"depth) | Work includes preparation of surface (i.e. mechanical broom cleaning), application of tack coat, placing HMAC and compacting it to 1”. In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | ||
| 2001AC | Surface Asphalt Patching 2" | Saw cutting, excavation and removal of a 2” thick section of existing wearing surface. Applying a tack coat prior to placing HMAC and compacting it to a uniform compacted thickness of 2”. In accordance with drawings and specifications within this contract | 3000 | SQFT | $ - 0 | $ - 0 | ||
| 2001AD | Full Depth Asphalt Patching 8" – Lean Concrete Base | Saw cutting and removal of HMAC layer (to include 6” overlap of existing base course on all sides). Excavation to a total depth of 8” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 6” or compacting 6” of base course of cruched gravel. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawings and specifications within this contract | 15000 | SQFT | $ - 0 | $ - 0 | ||
| 2001AE | Full Depth Asphalt Patching 10” – lean concrete | Saw cutting and removal of HMAC layer (to include 6” overlap of existing base course on all sides). Excavation to a total depth of 10” from surface. Compaction of exposed subbase/ground and installation of 6 mil polyurethane sheets. Placing 1,000 psi lean concrete to a depth of 8” or compacting 8” of base course. Cure concrete. Apply tack coat, lay and compact 2” of new HMAC. In accordance with drawings and specifications within this contract | 15000 | SQFT | $ - 0 | $ - 0 | ||
| 2001AF | Pavement Cold Milling, Asphalt or Concrete 2"depth | Work includes using a cold milling machine to remove 2” of pavement (concrete or asphalt). In accordance with drawings and specifications within this contract | 3000 | SQYD | $ - 0 | $ - 0 | ||
| 2001AG | Pavement Cold Milling, Asphalt or Concrete each additional inch | Work includes using a cold milling machine to remove an additional inch of pavement (concrete or asphalt). In accordance with drawings and specifications within this contract | 1500 | SQYD | $ - 0 | $ - 0 | ||
| 2001AH | Concrete Shallow Gutter at Paving Area | Line items includes, Concrete (see detail drawing); Rebar (see detail drawing); Excavation, Form work. Base preparation is not included. In accordance with drawings and specifications within this contract | 100 | LNFT | $ - 0 | $ - 0 | ||
| Foundations & Base Material | 2001AJ | Shoulder Repair | Work includes replacing topsoil with suitable material for compaction. In accordance with drawings and specifications within this contract | 2000 | SQFT | $ - 0 | $ - 0 | |
| 2001AK | Additional Base Course Replacement 6" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material up to a depth of 6” and replacing with 6” suitable base material. In accordance with drawings and specifications within this contract | 2000 | SQYD | $ - 0 | $ - 0 | ||
| 2001AL | Additional Base Course Replacement 12" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material up to a depth of 12” and replacing with 12” suitable base material. In accordance with drawings and specifications within this contract | 1500 | SQYD | $ - 0 | $ - 0 | ||
| 2001AM | Additional Base Course Replacement 1" | If full depth renders unsuitable material under excavation, this line items accounts for removing and disposing said material an additional inch in and replacing with 1” suitable base material. In accordance with drawings and specifications within this contract | 500 | SQYD | $ - 0 | $ - 0 | ||
| 2001AN | Sub-Base Course gabion rock 6" inches layer | This line items accounts for removing and disposing 6” of material and placing a geotextile separation fabric on the soil. Placing a 6” layer of washed 6”-minus gabion rock with a 100% of material passing the 2” sieve. In accordance with drawings and specifications within this contract | 500 | SQYD | $ - 0 | $ - 0 | ||
| 2001AP | Geotextile Interlayer | Work includes the installation of the geotextile fabric layer. In accordance with drawings and specifications within this contract | 800 | SQYD | $ - 0 | $ - 0 |
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