N6247317R2808_IDIQ_Paving_Bid_Schedule-Base_Year_and_4_Option_Years_and_Seed_Project_Schedule.pdf

BASE YEAR

DESCRIPTION QTY UNIT

ISSUE

UNIT

PRICE

TOTAL

AMOUNT

A 001 ENVIRONMENTAL CONTROLS

A 001 AA Provide Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP), includes permit fees.

20 EA

A 001 AB Implement, manage and maintain SWPPP 20 Day

A 002 EROSION CONTROL

A 002 AA Install Polyethylene Sheeting, 6 mil 20 SY

A 002 AB Asphalt Soil Stabilization including Scarifying & Compaction 1- 1/2" Deep

20 SY

A 002 AC Magnesium chloride soil stabilization 20 SY

A 002 AD Import and Place Class A.B.C. 20 CY

A 002 AE Import and place 3/4" Crushed Rock 20 TON

A 002 AF Import and place 1-1/2" Crushed Rock. 20 TON

A 002 AG Import and place 3" Crushed Rock. 20 TON

A 002 AH Import and Place Rip-Rap, 6" to 12" Random Broken Rock 20 TON

A 002 AI Install Silt Fence, Polypropylene, 3' High. 20 LF

A 002 AJ Install Straw Wattle, 8" Diameter x 25' Long 20 EA

A 002 AK Install Staked Straw Bale Barrier 20 LF

A 002 AL Lime Soil Stabilization, includes scarification. 2% mix by weight, 6-inches deep.

20 SY

A 002 AM Cement Soil Stabilization in Class II Base, includes scarification. 4% mix by volume, 6-inches deep.

20 SY

A 002 AN Install Catch Basin Filtration (Filter) Insert, All Catch Basin Sizes/Types.

20 EA

A 002 AO Apply Herbicide 20 MSF

SOLICITATION/CONTRACT # N62473-17-R-2808

PROVIDE PRICES FOR CONSTRUCTION AND REPAIR OF ASPHALT CONCRETE AND

PORTLAND CEMENT PAVEMENT AND CAST IN-PLACE CONCRETE

Instructions to the Offeror: The Contractor shall populate the "Unit Price" column and the extended "Total Amount" column for each of the ELINs below. All direct and indirect costs, to include management, contract administration, quality control management, site safety and health management, training, supervision, home and field offices, labor, materials, equipment, tests and reports, hauling, delivery and other incidentals necessary to perform multi-trade faceted sustainment, restoration, and modernization of roads, parking lots, horizontal and vertical concrete, utilities and incidentals shall be factored into each ELIN.

ELIN

BASE YEAR - INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ)

A 003 SURVEYING AND DRAWINGS

A 003 AA Topographical Construction Survey: Survey sites as specified in a task order. Establish lines and grades. Mark out the construction site by staking.

10 ACRE

A 003 AB Develop Record Drawings as specified in a task order.

Submit the Record drawings for review within 14-calendar days after award of this task order. Allow for a 14-calendar day review and acceptance process before mobilization and start of work. Submit Closeout As-Builts Drawings, developde in CAD, within 5-celandar days after the "Final Acceptance Inspection.".

10 EA

A 004 DEMOLITION

A 004 AA Clear and Grub/Haul/Dispose of Roots, Stumps, and Green Waste. Acre = 43,560 SF or 4,840 SY

10 ACRE

A 004 AB Demolish of Horizontally or Vertically Placed Concrete to 6" thick. With or Without Steel.

20 SY

A 004 AC Demolish of Horizontally or Vertically Placed Concrete to 15" thick. With or Without Steel.

20 SY

A 004 AD Demolish of Horizontally or Vertically Placed Asphalt to 4" thick.

20 SY

A 004 AE Demolish/Remove Pavement and Curb to 6-Inches. 20 SY

A 004 AF Demolish/Remove Storm Water Drain Pipe, Excludes Excavation.

20 LF

A 004 AG Haul/Dispose of All Types of Soils and Hard Material, Asphalt Concrete, and Portland Cement Concrete Materials.

20 CY

A 005 SITE WORK

A 005 AA Ripping, excavation and stockpiling with dozer. 20 CY

A 005 AB Excavation, stockpiling and backfilling with scraper. 20 CY

A 005 AC Compact Subgrade with dozer and sheepsfoot and/or with vibratory roller to lines and grade. To a maximum lifts of 8-inches.

20 CY

A 005 AD Place and spread imported fill in construction areas as specified, no compaction.

20 CY

A 005 AE Subgrade Grading: Grade and drag to the lines and grades in accordance with the established construction survey.

20 SY

A 005 AF Place, compact and finish grade 3/4" Class II Base in construction areas to finish lines and grade.

20 TON

A 005 AG Excavate trench or slope with excavator 1/2 to 3/4 CY, to include trench box, handwork, backfilling, and compaction.

20 CY

A 005 AH Excavate trench with backhoe or skid steer, 1/4 to 1/2 CY, to include handwork, backfilling, and compaction.

20 CY

A 005 AI Water Truck for dust control and compaction. 20 SY

A 005 AJ Foreign Object Debris (FOD) Control & Management - Airfields SECTION 01 50 10

20 EA

A 005 AK Heavy Equipment Mobilization and Demobilization: Dozer, grader, scraper, backhoe, skip loader, rollers, skid steer, excavator, planner and pulverizer.

20 EA

A 006 Install Corrugated HDPE Drainage Pipe with Connection Bell, Spigot and Gasket, Type S. Does not include excavation, bedding material, or backfilling.

A 006 AA 4" through 10" Diameter 20 LF

A 006 AB 12" Diameter 20 LF

A 006 AC 15" Diameter 20 LF

A 006 AD 18" Diameter 20 LF

A 006 AE 24" Diameter 20 LF

A 006 AF 30" Diameter 20 LF

A 006 AG 36" Diameter 20 LF

A 007 Install Corrugated HDPE Drainage Pipe Elbows and Tees with Connection Bell, Spigot, and Gasket, Type S. Does not include excavation, bedding material, or backfilling.

A 007 AA 4" through 12" Diameter 20 EA

A 007 AB 15" Diameter 20 EA

A 007 AC 18" Diameter 20 EA

A 007 AD 24" Diameter 20 EA

A 007 AE 30" Diameter 20 EA

A 007 AF 36" Diameter 20 EA

A 008 Install Reinforced Concrete Drainage Class 3 Pipe. To Include Gasket and Sealing. Does not include excavation, bedding material, or backfilling.

A 008 AA 12" Diameter 20 LF

A 008 AB 15" Diameter 20 LF

A 008 AC 18" Diameter 20 LF

A 008 AD 24" Diameter 20 LF

A 008 AE 30" Diameter 20 LF

A 008 AF 36" Diameter 20 LF

A 009 Install Heavy Traffic Pre-Cast Storm Drainage Manholes.

Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction.

A 009 AA 5' I.D. x 4' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

A 009 AB 5' I.D. x 6' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

A 009 AC 5' I.D. x 8' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

A 009 AD For Depths Over 8' Deep, Add Percentage per Vertical Linear Foot. Includes Gasket and Sealing. Does not include Excavation or Backfill.

20 VFL

A 009 AE Install new frame and a 24" diameter cover to extend manholes to finish grade.

20 EA

A 009 AF Install new frame and a 36" diameter heavy duty cast iron cover to extend manholes to finish grade.

20 EA

A 009 AG Install manhole adjusting ring (riser) 24" through 36" x 2" high to grade.

20 EA

A 009 AH Raise Valve Can and Cover to Grade. Includes Sealing and Patching.

20 EA

A 010 Install Storm Drainage Catch Basins, Grates and Frames.

Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction.

A 010 AA Catch Basin, 24" x 24" x 24", with heavy duty cast iron grate. 20 EA

A 010 AB Catch Basin, 30" x 30" x 30", with heavy duty cast iron grate. 20 EA

A 011 FORMWORK AND REINFORCEMENT STEEL

A 011 AA Construct formwork for horizontally placed concrete and footings to 6-inches high, includes removal of forms and cleanup.

20 LF

A 011 AB Reinforcing in place for horizontal and vertical concrete, A60 #3 through #11 reinforcement bar, includes. Sizes specified in a task order.

20 LB

A 011 AC Reinforcing in place for horizontal concrete, Welded Wire Fabric (WWF), 6 x 6 - W1.4 x W1.4.

20 CSF

A 011 AD 2-inch High Chair. Cost only, installation is performed under reinforcing in place.

20 C

A 012 ASPHALT CONCRETE (AC)

A 012 AA Where dense graded asphalt is being constructed in two layers or more and to a thickness of 2" - 3", the Asphalt Concrete pavement for the base course shall be per section 32 12 16

350 TON

A 012 AB Where dense graded asphalt is being constructed for a single layer, for a finishing course or for an overlay with a thickness of 1" - 2", the Asphalt Concrete pavement for the base course shall be per section 32 12 17

350 TON

A 012 AC Where dense graded asphalt is being constructed for an overlay less than 1-inch

350 TON

A 012 AD Where dense graded asphalt is being constructed in two layers or more and to a thickness of 3" - 6", the Asphalt Concrete pavement for the base course shall be per section 32 12 15 (Airfield)

350 TON

A 012 AE Apply Prime Coat 20 SY

A 012 AF Apply Tack Coat 20 SY

A 012 AG Install Pavement Reinforcing Fabric 20 SY

A 013 CURB AND GUTTER

A 013 AA Place Portland Cement Concrete Curb and Gutter 20 LF

A 013 AB Place Portland Cement Concrete Curb 20 LF

A 014 ASPHALT CONCRETE MAINTENANCE

A 014 AA Apply Type I Slurry To Parking Lots, (#200x1/8") Fine Aggregate Mixture, 1/16-Inch thickness; volcanic in origin and black in color.

20 SY

A 014 AB Apply Type II and Type III Slurry to Road/Street Surface, in accordance with Section 32 12 11; volcanic in origin and black in color.

20 SY

A 014 AC Clean and Fill Cracks in AC and PCC Pavement 1/4" to 3/4" Wide with Hot Self Leveling Polymer Sealant.

20 LF

A 014 AD Clean and Fill Cracks in AC and PCC Pavement 1" to 2" Wide with Hot Self Leveling Polymer Sealant.

20 LF

A 014 AE Apply Fog Seal 20 SY

A 014 AF Apply GSB-88 Seal Coat FAA approved for Runways & Taxiways

20 SY

A 014 AG Apply Single Bituminous Chip Seal 20 SY

A 014 AH Apply Double Bituminous Chip Seal 20 SY

A 014 AI Apply Asphalt Surface Rejuvenator 20 SY

A 014 AJ Airfield Rubber Removal 20 SY

A 014 AK 5' X 5' Pothole repair: Sawcut, remove existing A/C.

Compact base, apply weed killer, tack coat, prime coat, new finished asphalt 3"

20 EA

A 014 AL 10' X 10' FULL DEPTH PATCH: Sawcut, remove existing A/C and Base. Install and compact new base, apply weed killer, tack coat, prime coat, new finished asphalt 3" thick over 4" thick ABC

20 EA

A 014 AM 20' X 20' FULL DEPTH PATCH: Sawcut, remove existing A/C and Base. Install and compact new base, apply weed killer, tack coat, prime coat, new finished asphalt 3" thick over 4" thick ABC

20 EA

A 014 AN Sweep Pavement Surface with a Self Propelled Sweeper. 20 SY

A 014 AO Raise or lower 6" to 8" diameter water or gas covers and frames to grade.

20 EA

A 015 PORTLAND CEMENT CONCRETE (PCC)

A 015 AA Place 3,000 PSI Type II PCC Horizontally with Chute or Pump. Includes Screeding, Floating, Troweling, Control Joints, Tooling, Curing, and Finish as Specified in a Task Order.

320 CY

A 015 AB Place 4,000 PSI Type II PCC Horizontally with Chute or Pump. Includes Screeding, Floating, Troweling, Control Joints, Curing, and Finish as Specified in a Task Order.

320 CY

A 015 AC Place 650 PSI Flexural Strength PCC for Roads and Airfields(12" PCC). Includes Screeding, Control Joints/Sawcutting, Curing Materials, and Finish. (650 flexural strength at 28 days)

320 CY

A 015 AD Place 6" Thick x 3,000 PSI Type II PCC Sidewalks and Driveways with Chute or Pump. Includes Formwork, 6" x 6" x W1.4 x W1.4 WWF, Floating, Troweling, Control Joints, Handicap Tooling, Curing, and Finish as Specified by the Task Order.

20 SF

A 015 AE Stamp and Color Placed PCC. Contractor to submit various types of stamps and colors for the customer to choose from.

20 SF

A 015 AF Install 2' x 4' ADA Texture Detectable Warning Strip 20 EA

A 015 AG 10' X 12' PC CONCRETE ROAD REPAIRS: Cut & remove existing concrete and base, Install 6" ABC, compact, install 6" PCC with reinforcement, 5000 psi concrete

20 EA

A 015 AH 13' X 15' PC CONCRETE AIRFIELD REPAIRS: Cut & remove existing concrete, compact existing base, install 650 flexural (28 days) 12" PCC with dowel bars, 45 degree edges, backer rod, seal joint. includes testing (Airfield work)

10 EA

A 016 SAWCUTTING

A 016 AA Sawcut Asphalt Concrete to 3" Thick 20 LF

A 016 AB Sawcut Asphalt Concrete, Each Additional Inch of Depth 20 LF

A 016 AC Sawcut Portland Cement Concrete to 4" Thick 20 LF

A 016 AD Sawcut Portland Cement Concrete, Each additional inch of depth

20 LF

A 016 AE Sawcut Portland Cement Concrete, Bevel Joint 45 Degrees 20 LF

A 016 AF Clean, install backer rod, seal construction joints or expansion joints 1/4" through 1/2", PCC

20 LF

A 016 AG Clean, install backer rod, seal construction joints or expansion joints 3/4" through 1", PCC

20 LF

A 016 AH Clean, install backer rod, seal construction joints or expansion joints 1-1/4" through 2", PCC

20 LF

A 016 AI High Temperature Sealant Insulflex: Clean, install backer rod, seal construction joints or expansion joints 1", PCC

20 LF

A 017 MASONRY

A 017 AA Construct Normal Weight CMU Retaining Wall, 8" x 8" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

A 017 AB Construct Normal Weight CMU Retaining Wall, 8" x 12" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

A 017 AC Construct Split-Faced CMU Retaining Wall, 8" x 8" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

A 017 AD Construct Split-Faced CMU Retaining Wall, 8" x 12" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

A 018 PAINT, MARKINGS, AND MARKERS

A 018 AA Place 4" to 6" Wide Thermoplastic Preformed Pavement Striping Tape, Includes Layout.

20 LF

A 018 AB Place 12" Wide Thermoplastic Preformed Pavement Markings, Arrows, Pavement Striping Tape, and Letters/Numbers on Paved Surface, Includes Layout.

20 LF

A 018 AC Paint Reflectorized or Non-Reflectorized Letters and Symbols as Specified on a Task Order. Includes Layout.

20 SF

A 018 AD Paint 12" Wide Reflective Lines. Includes Layout. 20 SF

A 018 AE Paint Double 4" Wide Reflective Lines/Striping. Includes Layout.

20 LF

A 018 AF Paint Single 4" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout.

20 LF

A 018 AG Paint Single 6" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout.

20 LF

A 018 AH Install Reflective Raised Markers, 4" x 4" x 3/4", All Colors.

Colors to be specified on a Task Order.

20 EA

A 018 AI Install Raised Plastic Disks, 4" Diameter x 3/4" High, All Colors. Color to be Specified on a Task Order.

20 EA

A 018 AJ Install Temporary Polyurethane Markers. 20 EA

A 018 AK Install Glue Down Delineator Posts, 36" High, Orange or White with Reflector Stripes. Colored to be Specified on a Task Order.

20 EA

A 018 AL Paint ADAAG Handicap Symbal 20 EA

A 018 AM Remove Pavement Markers and Discs. 20 EA

A 018 AN Remove thermoplastic and road markings by scarifying. 20 SF

A 018 AO Remove lines and markings by shot blasting. 20 LF

A 018 AP Paint removal with Lead based paint 20 SF

A 019 GUARDRAILS

A 019 AA Install Metal Beam Guard Railing with 6" x 8" x 5'-4" Long Douglas Fir Posts, to Include Augering, Blocks, and Hardware.

20 LF

A 019 AB Install Metal Beam Guard Railing with W6 x 8.5 x 6'-6" Long Steel Posts, to Include Augering, Blocks, and Hardware.

20 LF

A 019 AC Install Metal Beam Guard Rail Flared End or Wrap Around End Sections and Hardware as Specified in a Task Order.

20 EA

A 019 AD Remove partial sections or complete sections of Metal Beam Guard Railing with Wood or Metal Posts.

20 LF

A 019 AE Remove and re-install Metal Guardrail 20 LF

A 019 AF Remove wood guardrail post and install new 6" x 8" x 5'-4" Long Douglas Fir Post

20 LF

A 020 PULVERIZING AND PLANING

A 020 AA Pulverize and blend with existing base up to 4-inches in depth.

20 SY

A 020 AB Pulverize and blend with existing base up to 6-inches in depth.

20 SY

A 020 AC 1 1/2" Milling 20 SY

A 020 AD 3" Milling 20 SY

A 020 AE Plane and cleaning asphalt concrete pavement, 1" to 3" in depth.

A 021 TRAFFIC LOOPS

A 021 AA Install Inductive Loop Detector 10 EA

A 021 AB Install Loop Detector to Splice Box 20 LF

A 022 TRAFFIC AND EXTERIOR SIGNS

A 022 AA Install new traffic and exterior reflectorized signs; to 24" X 24" x 0.080 thick aluminum, to include posts and setting. Type of sign to be specified in a task order.

20 EA

A 022 AB Remove and dispose of, or temporarily remove and reinstall existing signs.

20 EA

A 023 TRAFFIC CONTROL MEDIUM TO HEAVY TRAFFIC

A 023 AA Flaggers, 2 each, 8-hour day 20 DAY

A 023 AB Cones, PVC, 18" high 20 EA

A 023 AC Flasher Board, each, 8-hour day 20 DAY

A 023 AD High intensity reflectorized signage 20 EA

A 023 AE Ultra Low Profile Airport Runway Barriers with lights 20 EA

A 023 AF Provide, install and maintain lighted X’s for airfield closure. 10 EA

A 024 ACCESSORIES

A 024 AA Install Wheel Stops; Concrete Parking Bumpers 20 EA

A 024 AB Install Schedule 40 Steel Pipe 6" Diameter Bollards, Includes Primer and Two Coats of Safety Yellow Enamel Paint, Augering, Setting In 3,000 PSI Concrete, and Filling the Inside with 3,000 PSI Concrete.

20 EA

A 024 AC Remove and dispose of steel bollard. 20 EA

A 024 AD Install Schedule 80 PVC 2-1/2" Electrical Conduit, includes couplings. Does not include trenching.

20 LF

A 024 AE Install Schedule 80 PVC 2-1/2" Electrical Conduit Sweep.

Does not include trenching.

20 EA

A 024 AF Install 2' x 2' x 3' Deep Handhold Box with Concrete Cover Designed for Heavy Traffic. Does not include excavation.

20 EA

A 024 AG Construct/Install Schedule 40 Steel 1-1/2" Two Rail Handrail.

Shall be ADA Compliant. Includes Primer and 2 Coats of Enamel and Setting. Color Specified in a Task Order.

20 LF

A 024 AH Construct/Install Galvanized Schedule 40 Steel 1-1/2" Two Rail Handrail. Shall be ADA Compliant.

20 LF

A 024 AI Provide Trench Box For Working Safely in Trenches. OSHA requirements require shields/shoring for trenches deeper than 5-Foot. Additional OSHA'S requirements may allow the Contractor to deviate from using shields/shoring, i.e.

benching or sloping. If benching and sloping methods are used, the Contractor shall provide a Trenching/Shoring Plan at no cost to the Government, i.e. this line item will not be used to compensate the Contractor for the Trenching/Shoring Plan.

20 DAY

A 025 TRAFFIC CONTROL DEVICES

A 025 AA Install 12' wide Speed Hump across traffic lane with 4" high and 3' wide level walkway at crest.

20 LF

A 025 AB Stripping of Speed Hump to meet MUTCD standards. 20 LF

A 026 SOIL TESTING

A 026 AA Exploratory drilling 4" dia. X 24" deep asphalt or concrete pavement

20 EA

A 026 AB Environmental testing to determine mat'l disposal reqmts. 20 EA

A 026 AC Nuclear Density Test, Method A, ASTM D 6938 20 EA

A 026 AD California Bearing Ratio Test, ASTM D1883-07e2 20 EA

A 026 AE California Test Method 375, Set of 3 20 EA

A 026 AF Proctor Modified 20 EA

A 026 AG Proctor Density 20 EA

A 026 AH Classified solid waste disposal demolition mat'ls, soils, contr..

debris

20 CY

A 027 LABOR - STANDARD HOURS

A 027 AA Composite Hour Labor Rate. The unit price is one performance standard hour of work-in-place, per person at the work site, for work not covered by IDIQ line items. The Contractor shall provide a proposal with a list of personnel that will be on the job site when this line item is used.

A 027 AB SSHO or Designated QCM of safety oversight on "High Risk" projects

20 HR

NON-PREPRICED WORK PERCENT

A 028 Non-Prepriced Work: Materials and equipment in support of Composite Hour Labor Rate. Material/equipment rental prices shall be the lowest prices available considering the availability and time constraints of the job, and shall include any discounts and/or rebates accrued to or for the Contractor.

The Contractor shall provide quotations from two suppliers of the required material/equipment, and provide the purchase/rental receipts upon completion of any ordered work. Reasonable costs for shipping may be included.

Materials handling costs shall be built in the Composite Hourly Labor Rate. The Direct material/equipment costs will be multiplied by the Contractors Fixed Burden Rate (FBR) to determine the total burden material/equipment cost for the job. Example: $35,000.00 (Est. Qty) + $35,000.00 (Est. QTY) x FBR% = cost. Taxes and shipping shlla be added after the FBR has been applied to the vendor's cost.

Negotiated on each

Task Order

A 029 Performance and Payment Bonds: A payment bond shall be required for any task order with a value between $30,000 and $150,000. For task orders with a value exceeding $150,000 both a Performance and Payment Bond shall be required.

The bond premuim percentage rate will be negotiated for each specific task order.

Task Order Specific

TOTAL IQID LINE ITEMS - A001 THROUGH A029

OPTION ONE

ISSUE

UNIT

PRICE

TOTAL

AMOUNT

B 001 ENVIRONMENTAL CONTROLS

B 001 AA Provide Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP), includes permit fees.

20 EA

B 001 AB Implement, manage and maintain SWPPP 20 Day

B 002 EROSION CONTROL

B 002 AA Install Polyethylene Sheeting, 6 mil 20 SY

B 002 AB Asphalt Soil Stabilization including Scarifying & Compaction 1- 1/2" Deep

20 SY

B 002 AC Magnesium chloride soil stabilization 20 SY

B 002 AD Import and Place Class A.B.C. 20 CY

B 002 AE Import and place 3/4" Crushed Rock 20 TON

B 002 AF Import and place 1-1/2" Crushed Rock. 20 TON

B 002 AG Import and place 3" Crushed Rock. 20 TON

B 002 AH Import and Place Rip-Rap, 6" to 12" Random Broken Rock 20 TON

B 002 AI Install Silt Fence, Polypropylene, 3' High. 20 LF

B 002 AJ Install Straw Wattle, 8" Diameter x 25' Long 20 EA

B 002 AK Install Staked Straw Bale Barrier 20 LF

B 002 AL Lime Soil Stabilization, includes scarification. 2% mix by weight, 6-inches deep.

20 SY

B 002 AM Cement Soil Stabilization in Class II Base, includes scarification. 4% mix by volume, 6-inches deep.

20 SY

B 002 AN Install Catch Basin Filtration (Filter) Insert, All Catch Basin Sizes/Types.

20 EA

B 002 AO Apply Herbicide 20 MSF

SOLICITATION/CONTRACT #N62473-17-R-2808

PROVIDE PRICES FOR CONSTRUCTION AND REPAIR OF ASPHALT CONCRETE AND

PORTLAND CEMENT PAVEMENT AND CAST IN-PLACE CONCRETE

Instructions to the Offeror: The Contractor shall populate the "Unit Price" column and the extended "Total Amount" column for each of the ELINs below. All direct and indirect costs, to include management, contract administration, quality control management, site safety and health management, training, supervision, home and field offices, labor, materials, equipment, tests and reports, hauling, delivery and other incidentals necessary to perform multi-trade faceted sustainment, restoration, and modernization of roads, parking lots, horizontal and vertical concrete, utilities and incidentals shall be factored into each ELIN.

OPTION ONE - INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ)

B 003 SURVEYING AND DRAWINGS

B 003 AA Topographical Construction Survey: Survey sites as specified in a task order. Establish lines and grades. Mark out the construction site by staking.

10 ACRE

B 003 AB Develop Record Drawings as specified in a task order.

Submit the Record drawings for review within 14-calendar days after award of this task order. Allow for a 14-calendar day review and acceptance process before mobilization and start of work. Submit Closeout As-Builts Drawings, developde in CAD, within 5-celandar days after the "Final Acceptance Inspection.".

10 EA

B 004 DEMOLITION

B 004 AA Clear and Grub/Haul/Dispose of Roots, Stumps, and Green Waste. Acre = 43,560 SF or 4,840 SY

10 ACRE

B 004 AB Demolish of Horizontally or Vertically Placed Concrete to 6" thick. With or Without Steel.

20 SY

B 004 AC Demolish of Horizontally or Vertically Placed Concrete to 15" thick. With or Without Steel.

20 SY

B 004 AD Demolish of Horizontally or Vertically Placed Asphalt to 4" thick.

20 SY

B 004 AE Demolish/Remove Pavement and Curb to 6-Inches. 20 SY

B 004 AF Demolish/Remove Storm Water Drain Pipe, Excludes Excavation.

20 LF

B 004 AG Haul/Dispose of All Types of Soils and Hard Material, Asphalt Concrete, and Portland Cement Concrete Materials.

20 CY

B 005 SITE WORK

B 005 AA Ripping, excavation and stockpiling with dozer. 20 CY

B 005 AB Excavation, stockpiling and backfilling with scraper. 20 CY

B 005 AC Compact Subgrade with dozer and sheepsfoot and/or with vibratory roller to lines and grade. To a maximum lifts of 8-inches.

20 CY

B 005 AD Place and spread imported fill in construction areas as specified, no compaction.

20 CY

B 005 AE Subgrade Grading: Grade and drag to the lines and grades in accordance with the established construction survey.

20 SY

B 005 AF Place, compact and finish grade 3/4" Class II Base in construction areas to finish lines and grade.

20 TON

B 005 AG Excavate trench or slope with excavator 1/2 to 3/4 CY, to include trench box, handwork, backfilling, and compaction.

20 CY

B 005 AH Excavate trench with backhoe or skid steer, 1/4 to 1/2 CY, to include handwork, backfilling, and compaction.

20 CY

B 005 AI Water Truck for dust control and compaction. 20 SY

B 005 AJ Foreign Object Debris (FOD) Control & Management - Airfields SECTION 01 50 10

20 EA

B 005 AK Heavy Equipment Mobilization and Demobilization: Dozer, grader, scraper, backhoe, skip loader, rollers, skid steer, B 006 Install Corrugated HDPE Drainage Pipe with Connection excavation, bedding material, or backfilling.

B 006 AA 4" through 10" Diameter 20 LF

B 006 AB 12" Diameter 20 LF

B 006 AC 15" Diameter 20 LF

B 006 AD 18" Diameter 20 LF

B 006 AE 24" Diameter 20 LF

B 006 AF 30" Diameter 20 LF

B 006 AG 36" Diameter 20 LF

B 007 Install Corrugated HDPE Drainage Pipe Elbows and Tees with Connection Bell, Spigot, and Gasket, Type S. Does not include excavation, bedding material, or backfilling.

B 007 AA 4" through 12" Diameter 20 EA

B 007 AB 15" Diameter 20 EA

B 007 AC 18" Diameter 20 EA

B 007 AD 24" Diameter 20 EA

B 007 AE 30" Diameter 20 EA

B 007 AF 36" Diameter 20 EA

B 008 Install Reinforced Concrete Drainage Class 3 Pipe. To Include Gasket and Sealing. Does not include excavation, bedding material, or backfilling.

B 008 AA 12" Diameter 20 LF

B 008 AB 15" Diameter 20 LF

B 008 AC 18" Diameter 20 LF

B 008 AD 24" Diameter 20 LF

B 008 AE 30" Diameter 20 LF

B 008 AF 36" Diameter 20 LF

B 009 Install Heavy Traffic Pre-Cast Storm Drainage Manholes.

include excavation, bedding, backfilling, and compaction.

B 009 AA 5' I.D. x 4' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

B 009 AB 5' I.D. x 6' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

B 009 AC 5' I.D. x 8' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

B 009 AD For Depths Over 8' Deep, Add Percentage per Vertical Linear Foot. Includes Gasket and Sealing. Does not include Excavation or Backfill.

20 VFL

B 009 AE Install new frame and a 24" diameter cover to extend manholes to finish grade.

20 EA

B 009 AF Install new frame and a 36" diameter heavy duty cast iron cover to extend manholes to finish grade.

20 EA

B 009 AG Install manhole adjusting ring (riser) 24" through 36" x 2" high to grade.

20 EA

B 009 AH Raise Valve Can and Cover to Grade. Includes Sealing and Patching.

20 EA

B 010 Install Storm Drainage Catch Basins, Grates and Frames.

Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction.

B 010 AA Catch Basin, 24" x 24" x 24", with heavy duty cast iron grate. 20 EA

B 010 AB Catch Basin, 30" x 30" x 30", with heavy duty cast iron grate. 20 EA

B 011 FORMWORK AND REINFORCEMENT STEEL

B 011 AA Construct formwork for horizontally placed concrete and footings to 6-inches high, includes removal of forms and cleanup.

20 LF

B 011 AB Reinforcing in place for horizontal and vertical concrete, A60 #3 through #11 reinforcement bar, includes. Sizes specified in a task order.

20 LB

B 011 AC Reinforcing in place for horizontal concrete, Welded Wire Fabric (WWF), 6 x 6 - W1.4 x W1.4.

20 CSF

B 011 AD 2-inch High Chair. Cost only, installation is performed under

B 012 ASPHALT CONCRETE (AC)

B 012 AA Where dense graded asphalt is being constructed in two layers or more and to a thickness of 2" - 3", the Asphalt Concrete pavement for the base course shall be per section 32 12 16

350 TON

B 012 AB Where dense graded asphalt is being constructed for a single layer, for a finishing course or for an overlay with a thickness of 1" - 2", the Asphalt Concrete pavement for the base course shall be per section 32 12 17

350 TON

B 012 AC Where dense graded asphalt is being constructed for an overlay less than 1-inch

350 TON

B 012 AD Where dense graded asphalt is being constructed in two layers or more and to a thickness of 3" - 6", the Asphalt Concrete pavement for the base course shall be per section 32 12 15 (Airfield)

350 TON

B 012 AE Apply Prime Coat 20 SY

B 012 AF Apply Tack Coat 20 SY

B 012 AG Install Pavement Reinforcing Fabric 20 SY

B 013 CURB AND GUTTER

B 013 AA Place Portland Cement Concrete Curb and Gutter 20 LF

B 013 AB Place Portland Cement Concrete Curb 20 LF

B 014 ASPHALT CONCRETE MAINTENANCE

B 014 AA Apply Type I Slurry To Parking Lots, (#200x1/8") Fine Aggregate Mixture, 1/16-Inch thickness; volcanic in origin and black in color.

20 SY

B 014 AB Apply Type II and Type III Slurry to Road/Street Surface, in accordance with Section 32 12 11; volcanic in origin and black in color.

20 SY

B 014 AC Clean and Fill Cracks in AC and PCC Pavement 1/4" to 3/4" Wide with Hot Self Leveling Polymer Sealant.

20 LF

B 014 AD Clean and Fill Cracks in AC and PCC Pavement 1" to 2" Wide with Hot Self Leveling Polymer Sealant.

20 LF

B 014 AE Apply Fog Seal 20 SY

B 014 AF Apply GSB-88 Seal Coat FAA approved for Runways & Taxiways

B 014 AG Apply Single Bituminous Chip Seal 20 SY

B 014 AH Apply Double Bituminous Chip Seal 20 SY

B 014 AI Apply Asphalt Surface Rejuvenator 20 SY

B 014 AJ Airfield Rubber Removal 20 SY

B 014 AK 5' X 5' Pothole repair: Sawcut, remove existing A/C.

Compact base, apply weed killer, tack coat, prime coat, new finished asphalt 3"

20 EA

B 014 AL 10' X 10' FULL DEPTH PATCH: Sawcut, remove existing A/C and Base. Install and compact new base, apply weed killer, tack coat, prime coat, new finished asphalt 3" thick over 4" thick ABC

20 EA

B 014 AM 20' X 20' FULL DEPTH PATCH: Sawcut, remove existing A/C and Base. Install and compact new base, apply weed killer, tack coat, prime coat, new finished asphalt 3" thick over 4" thick ABC

20 EA

B 014 AN Sweep Pavement Surface with a Self Propelled Sweeper. 20 SY

B 014 AO Raise or lower 6" to 8" diameter water or gas covers and frames to grade.

20 EA

B 015 PORTLAND CEMENT CONCRETE (PCC)

B 015 AA Place 3,000 PSI Type II PCC Horizontally with Chute or Pump. Includes Screeding, Floating, Troweling, Control Joints, Tooling, Curing, and Finish as Specified in a Task Order.

320 CY

B 015 AB Place 4,000 PSI Type II PCC Horizontally with Chute or Pump. Includes Screeding, Floating, Troweling, Control Joints, Curing, and Finish as Specified in a Task Order.

320 CY

B 015 AC Place 650 PSI Flexural Strength PCC for Roads and Airfields(12" PCC). Includes Screeding, Control Joints/Sawcutting, Curing Materials, and Finish. (650 flexural strength at 28 days)

320 CY

B 015 AD Place 6" Thick x 3,000 PSI Type II PCC Sidewalks and Driveways with Chute or Pump. Includes Formwork, 6" x 6" x W1.4 x W1.4 WWF, Floating, Troweling, Control Joints, Handicap Tooling, Curing, and Finish as Specified by the Task Order.

20 SF

B 015 AE Stamp and Color Placed PCC. Contractor to submit various types of stamps and colors for the customer to choose from.

20 SF

B 015 AF Install 2' x 4' ADA Texture Detectable Warning Strip 20 EA

B 015 AG 10' X 12' PC CONCRETE ROAD REPAIRS: Cut & remove existing concrete and base, Install 6" ABC, compact, install 6" PCC with reinforcement, 5000 psi concrete

20 EA

B 015 AH 13' X 15' PC CONCRETE AIRFIELD REPAIRS: Cut & remove existing concrete, compact existing base, install 650 flexural (28 days) 12" PCC with dowel bars, 45 degree

B 016 SAWCUTTING

B 016 AA Sawcut Asphalt Concrete to 3" Thick 20 LF

B 016 AB Sawcut Asphalt Concrete, Each Additional Inch of Depth 20 LF

B 016 AC Sawcut Portland Cement Concrete to 4" Thick 20 LF

B 016 AD Sawcut Portland Cement Concrete, Each additional inch of depth

20 LF

B 016 AE Sawcut Portland Cement Concrete, Bevel Joint 45 Degrees 20 LF

B 016 AF Clean, install backer rod, seal construction joints or expansion joints 1/4" through 1/2", PCC

20 LF

B 016 AG Clean, install backer rod, seal construction joints or expansion joints 3/4" through 1", PCC

20 LF

B 016 AH Clean, install backer rod, seal construction joints or expansion joints 1-1/4" through 2", PCC

20 LF

B 016 AI High Temperature Sealant Insulflex: Clean, install backer rod, seal construction joints or expansion joints 1", PCC

20 LF

B 017 MASONRY

B 017 AA Construct Normal Weight CMU Retaining Wall, 8" x 8" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

B 017 AB Construct Normal Weight CMU Retaining Wall, 8" x 12" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

B 017 AC Construct Split-Faced CMU Retaining Wall, 8" x 8" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

B 017 AD Construct Split-Faced CMU Retaining Wall, 8" x 12" x 16," Includes end blocks, grout, mortar, and colored finished half round cap. Does not include steel reinforcement.

20 SF

B 018 PAINT, MARKINGS, AND MARKERS

B 018 AA Place 4" to 6" Wide Thermoplastic Preformed Pavement Striping Tape, Includes Layout.

20 LF

B 018 AB Place 12" Wide Thermoplastic Preformed Pavement Markings, Arrows, Pavement Striping Tape, and Letters/Numbers on Paved Surface, Includes Layout.

20 LF

B 018 AC Paint Reflectorized or Non-Reflectorized Letters and Symbols as Specified on a Task Order. Includes Layout.

20 SF

B 018 AD Paint 12" Wide Reflective Lines. Includes Layout. 20 SF

B 018 AE Paint Double 4" Wide Reflective Lines/Striping. Includes

B 018 AF Paint Single 4" Wide Reflective or Non-Reflective

20 LF

B 018 AG Paint Single 6" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout.

20 LF

B 018 AH Install Reflective Raised Markers, 4" x 4" x 3/4", All Colors.

Colors to be specified on a Task Order.

20 EA

B 018 AI Install Raised Plastic Disks, 4" Diameter x 3/4" High, All Colors. Color to be Specified on a Task Order.

20 EA

B 018 AJ Install Temporary Polyurethane Markers. 20 EA

B 018 AK Install Glue Down Delineator Posts, 36" High, Orange or White with Reflector Stripes. Colored to be Specified on a Task Order.

20 EA

B 018 AL Paint ADAAG Handicap Symbal 20 EA

B 018 AM Remove Pavement Markers and Discs. 20 EA

B 018 AN Remove thermoplastic and road markings by scarifying. 20 SF

B 018 AO Remove lines and markings by shot blasting. 20 LF

B 018 AP Paint removal with Lead based paint 20 SF

B 019 GUARDRAILS

B 019 AA Install Metal Beam Guard Railing with 6" x 8" x 5'-4" Long Douglas Fir Posts, to Include Augering, Blocks, and Hardware.

20 LF

B 019 AB Install Metal Beam Guard Railing with W6 x 8.5 x 6'-6" Long Steel Posts, to Include Augering, Blocks, and Hardware.

20 LF

B 019 AC Install Metal Beam Guard Rail Flared End or Wrap Around End Sections and Hardware as Specified in a Task Order.

20 EA

B 019 AD Remove partial sections or complete sections of Metal Beam Guard Railing with Wood or Metal Posts.

20 LF

B 019 AE Remove and re-install Metal Guardrail 20 LF

B 019 AF Remove wood guardrail post and install new 6" x 8" x 5'-4" Long Douglas Fir Post

20 LF

B 020 PULVERIZING AND PLANING

B 020 AA Pulverize and blend with existing base up to 4-inches in depth.

20 SY

B 020 AB Pulverize and blend with existing base up to 6-inches in depth.

20 SY

B 020 AC 1 1/2" Milling 20 SY

B 020 AD 3" Milling 20 SY

B 020 AE Plane and cleaning asphalt concrete pavement, 1" to 3" in

B 021 TRAFFIC LOOPS

B 021 AA Install Inductive Loop Detector 10 EA

B 021 AB Install Loop Detector to Splice Box 20 LF

B 022 TRAFFIC AND EXTERIOR SIGNS

B 022 AA Install new traffic and exterior reflectorized signs; to 24" X 24" x 0.080 thick aluminum, to include posts and setting. Type of sign to be specified in a task order.

20 EA

B 022 AB Remove and dispose of, or temporarily remove and reinstall existing signs.

20 EA

B 023 TRAFFIC CONTROL MEDIUM TO HEAVY TRAFFIC

B 023 AA Flaggers, 2 each, 8-hour day 20 DAY

B 023 AB Cones, PVC, 18" high 20 EA

B 023 AC Flasher Board, each, 8-hour day 20 DAY

B 023 AD High intensity reflectorized signage 20 EA

B 023 AE Ultra Low Profile Airport Runway Barriers with lights 20 EA

B 023 AF Provide, install and maintain lighted X’s for airfield closure. 10 EA

B 024 ACCESSORIES

B 024 AA Install Wheel Stops; Concrete Parking Bumpers 20 EA

B 024 AB Install Schedule 40 Steel Pipe 6" Diameter Bollards, Includes Primer and Two Coats of Safety Yellow Enamel Paint, Augering, Setting In 3,000 PSI Concrete, and Filling the Inside with 3,000 PSI Concrete.

20 EA

B 024 AC Remove and dispose of steel bollard. 20 EA

B 024 AD Install Schedule 80 PVC 2-1/2" Electrical Conduit, includes couplings. Does not include trenching.

20 LF

B 024 AE Install Schedule 80 PVC 2-1/2" Electrical Conduit Sweep.

Does not include trenching.

20 EA

B 024 AF Install 2' x 2' x 3' Deep Handhold Box with Concrete Cover Designed for Heavy Traffic. Does not include excavation.

20 EA

B 024 AG Construct/Install Schedule 40 Steel 1-1/2" Two Rail Handrail.

Shall be ADA Compliant. Includes Primer and 2 Coats of Enamel and Setting. Color Specified in a Task Order.

20 LF

B 024 AH Construct/Install Galvanized Schedule 40 Steel 1-1/2" Two Rail Handrail. Shall be ADA Compliant.

20 LF

B 024 AI Provide Trench Box For Working Safely in Trenches. OSHA requirements require shields/shoring for trenches deeper than 5-Foot. Additional OSHA'S requirements may allow the Contractor to deviate from using shields/shoring, i.e.

benching or sloping. If benching and sloping methods are used, the Contractor shall provide a Trenching/Shoring Plan at no cost to the Government, i.e. this line item will not be used to compensate the Contractor for the Trenching/Shoring

B 025 TRAFFIC CONTROL DEVICES

B 025 AA Install 12' wide Speed Hump across traffic lane with 4" high and 3' wide level walkway at crest.

20 LF

B 025 AB Stripping of Speed Hump to meet MUTCD standards. 20 LF

B 026 SOIL TESTING

B 026 AA Exploratory drilling 4" dia. X 24" deep asphalt or concrete pavement

20 EA

B 026 AB Environmental testing to determine mat'l disposal reqmts. 20 EA

B 026 AC Nuclear Density Test, Method A, ASTM D 6938 20 EA

B 026 AD California Bearing Ratio Test, ASTM D1883-07e2 20 EA

B 026 AE California Test Method 375, Set of 3 20 EA

B 026 AF Proctor Modified 20 EA

B 026 AG Proctor Density 20 EA

B 026 AH Classified solid waste disposal demolition mat'ls, soils, contr..

debris

20 CY

B 027 LABOR - STANDARD HOURS

B 027 AA Composite Hour Labor Rate. The unit price is one performance standard hour of work-in-place, per person at the work site, for work not covered by IDIQ line items. The Contractor shall provide a proposal with a list of personnel that will be on the job site when this line item is used.

B 027 AB SSHO or Designated QCM of safety oversight on "High Risk" projects

20 HR

NON-PREPRICED WORK PERCENT

B 028 Non-Prepriced Work: Materials and equipment in support of Composite Hour Labor Rate. Material/equipment rental prices shall be the lowest prices available considering the availability and time constraints of the job, and shall include any discounts and/or rebates accrued to or for the Contractor.

The Contractor shall provide quotations from two suppliers of the required material/equipment, and provide the purchase/rental receipts upon completion of any ordered work. Reasonable costs for shipping may be included.

Materials handling costs shall be built in the Composite Hourly Labor Rate. The Direct material/equipment costs will be multiplied by the Contractors Fixed Burden Rate (FBR) to determine the total burden material/equipment cost for the job. Example: $35,000.00 (Est. Qty) + $35,000.00 (Est. QTY) x FBR% = cost. Taxes and shipping shlla be added after the FBR has been applied to the vendor's cost.

Negotiated on each

Task Order

B 029 Performance and Payment Bonds: A payment shall be required for any task order with a value between $30,000 and $150,000. For task orders with a value exceeding $150,000 both a Performance and Payment Bond shall be required.

The bond premuim percentage rate will be negotiated for each specific task order.

Task Order

TOTAL IDIQ LINE ITEMS - B001 THROUGH B029

OPTION TWO

ISSUE

UNIT

PRICE

TOTAL

AMOUNT

C 001 ENVIRONMENTAL CONTROLS

C 001 AA Provide Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP), includes permit fees.

20 EA

C 001 AB Implement, manage and maintain SWPPP 20 Day

C 002 EROSION CONTROL

C 002 AA Install Polyethylene Sheeting, 6 mil 20 SY

C 002 AB Asphalt Soil Stabilization including Scarifying & Compaction 1- 1/2" Deep

20 SY

C 002 AC Magnesium chloride soil stabilization 20 SY

C 002 AD Import and Place Class A.B.C. 20 CY

C 002 AE Import and place 3/4" Crushed Rock 20 TON

C 002 AF Import and place 1-1/2" Crushed Rock. 20 TON

C 002 AG Import and place 3" Crushed Rock. 20 TON

C 002 AH Import and Place Rip-Rap, 6" to 12" Random Broken Rock 20 TON

C 002 AI Install Silt Fence, Polypropylene, 3' High. 20 LF

C 002 AJ Install Straw Wattle, 8" Diameter x 25' Long 20 EA

C 002 AK Install Staked Straw Bale Barrier 20 LF

C 002 AL Lime Soil Stabilization, includes scarification. 2% mix by weight, 6-inches deep.

20 SY

C 002 AM Cement Soil Stabilization in Class II Base, includes scarification. 4% mix by volume, 6-inches deep.

20 SY

C 002 AN Install Catch Basin Filtration (Filter) Insert, All Catch Basin Sizes/Types.

20 EA

C 002 AO Apply Herbicide 20 MSF

SOLICITATION/CONTRACT # N62473-17-R-2808

OPTION TWO - INDEFINITE DELIVERY INDEFINITE QUANTITY

PROVIDE PRICES FOR CONSTRUCTION AND REPAIR OF ASPHALT CONCRETE AND

PORTLAND CEMENT PAVEMENT AND CAST IN-PLACE CONCRETE

Instructions to the Offeror: The Contractor shall populate the "Unit Price" column and the extended "Total Amount" column for each of the ELINs below. All direct and indirect costs, to include management, contract administration, quality control management, site safety and health management, training, supervision, home and field offices, labor, materials, equipment, tests and reports, hauling, delivery and other incidentals necessary to perform multi-trade faceted sustainment, restoration, and modernization of roads, parking lots, horizontal and vertical concrete, utilities and incidentals shall be factored into each ELIN.

C 003 SURVEYING AND DRAWINGS

C 003 AA Topographical Construction Survey: Survey sites as specified in a task order. Establish lines and grades. Mark out the construction site by staking.

10 ACRE

C 003 AB Develop Record Drawings as specified in a task order.

Submit the Record drawings for review within 14-calendar days after award of this task order. Allow for a 14-calendar day review and acceptance process before mobilization and start of work. Submit Closeout As-Builts Drawings, developde in CAD, within 5-celandar days after the "Final Acceptance Inspection.".

10 EA

C 004 DEMOLITION

C 004 AA Clear and Grub/Haul/Dispose of Roots, Stumps, and Green Waste. Acre = 43,560 SF or 4,840 SY

10 ACRE

C 004 AB Demolish of Horizontally or Vertically Placed Concrete to 6" thick. With or Without Steel.

20 SY

C 004 AC Demolish of Horizontally or Vertically Placed Concrete to 15" thick. With or Without Steel.

20 SY

C 004 AD Demolish of Horizontally or Vertically Placed Asphalt to 4" thick.

20 SY

C 004 AE Demolish/Remove Pavement and Curb to 6-Inches. 20 SY

C 004 AF Demolish/Remove Storm Water Drain Pipe, Excludes Excavation.

20 LF

C 004 AG Haul/Dispose of All Types of Soils and Hard Material, Asphalt Concrete, and Portland Cement Concrete Materials.

20 CY

C 005 SITE WORK

C 005 AA Ripping, excavation and stockpiling with dozer. 20 CY

C 005 AB Excavation, stockpiling and backfilling with scraper. 20 CY

C 005 AC Compact Subgrade with dozer and sheepsfoot and/or with vibratory roller to lines and grade. To a maximum lifts of 8-inches.

20 CY

C 005 AD Place and spread imported fill in construction areas as specified, no compaction.

20 CY

C 005 AE Subgrade Grading: Grade and drag to the lines and grades in accordance with the established construction survey.

20 SY

C 005 AF Place, compact and finish grade 3/4" Class II Base in construction areas to finish lines and grade.

20 TON

C 005 AG Excavate trench or slope with excavator 1/2 to 3/4 CY, to include trench box, handwork, backfilling, and compaction.

20 CY

C 005 AH Excavate trench with backhoe or skid steer, 1/4 to 1/2 CY, to include handwork, backfilling, and compaction.

20 CY

C 005 AI Water Truck for dust control and compaction. 20 SY

C 005 AJ Foreign Object Debris (FOD) Control & Management - Airfields SECTION 01 50 10

20 EA

C 005 AK Heavy Equipment Mobilization and Demobilization: Dozer, grader, scraper, backhoe, skip loader, rollers, skid steer, C 006 Install Corrugated HDPE Drainage Pipe with Connection excavation, bedding material, or backfilling.

C 006 AA 4" through 10" Diameter 20 LF

C 006 AB 12" Diameter 20 LF

C 006 AC 15" Diameter 20 LF

C 006 AD 18" Diameter 20 LF

C 006 AE 24" Diameter 20 LF

C 006 AF 30" Diameter 20 LF

C 006 AG 36" Diameter 20 LF

C 007 Install Corrugated HDPE Drainage Pipe Elbows and Tees with Connection Bell, Spigot, and Gasket, Type S. Does not include excavation, bedding material, or backfilling.

C 007 AA 4" through 12" Diameter 20 EA

C 007 AB 15" Diameter 20 EA

C 007 AC 18" Diameter 20 EA

C 007 AD 24" Diameter 20 EA

C 007 AE 30" Diameter 20 EA

C 007 AF 36" Diameter 20 EA

C 008 Install Reinforced Concrete Drainage Class 3 Pipe. To Include Gasket and Sealing. Does not include excavation, bedding material, or backfilling.

C 008 AA 12" Diameter 20 LF

C 008 AB 15" Diameter 20 LF

C 008 AC 18" Diameter 20 LF

C 008 AD 24" Diameter 20 LF

C 008 AE 30" Diameter 20 LF

C 008 AF 36" Diameter 20 LF

C 009 Install Heavy Traffic Pre-Cast Storm Drainage Manholes.

include excavation, bedding, backfilling, and compaction.

C 009 AA 5' I.D. x 4' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

C 009 AB 5' I.D. x 6' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

C 009 AC 5' I.D. x 8' Deep, includes all sections, the frame, a 36" diameter heavy duty cast iron cover and sealing of sections.

10 EA

C 009 AD For Depths Over 8' Deep, Add Percentage per Vertical Linear Foot. Includes Gasket and Sealing. Does not include Excavation or Backfill.

20 VFL

C 009 AE Install new frame and a 24" diameter cover to extend manholes to finish grade.

20 EA

C 009 AF Install new frame and a 36" diameter heavy duty cast iron cover to extend manholes to finish grade.

20 EA

C 009 AG Install manhole adjusting ring (riser) 24" through 36" x 2" high to grade.

20 EA

C 009 AH Raise Valve Can and Cover to Grade. Includes Sealing and Patching.

20 EA

C 010 Install Storm Drainage Catch Basins, Grates and Frames.

Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction.

C 010 AA Catch Basin, 24" x 24" x 24", with heavy duty cast iron grate. 20 EA

C 010 AB Catch Basin, 30" x 30" x 30", with heavy duty cast iron grate. 20 EA

C 011 FORMWORK AND REINFORCEMENT STEEL

C 011 AA Construct formwork for horizontally placed concrete and footings to 6-inches high, includes removal of forms and cleanup.

20 LF

C 011 AB Reinforcing in place for horizontal and vertical concrete, A60 #3 through #11 reinforcement bar, includes. Sizes specified in a task order.

20 LB

C 011 AC Reinforcing in place for horizontal concrete, Welded Wire Fabric (WWF), 6 x 6 - W1.4 x W1.4.

20 CSF

C 011 AD 2-inch High Chair. Cost only, installation is performed under

C 012 ASPHALT CONCRETE (AC)

C 012 AA Where dense graded asphalt is being constructed in two layers or more and to a thickness of 2" - 3", the Asphalt Concrete pavement for the base course shall be per section 32 12 16

350 TON

C 012 AB Where dense graded asphalt is being constructed for a single layer, for a finishing course or for an overlay with a thickness of 1" - 2", the Asphalt Concrete pavement for the base course shall be per section 32 12 17

350 TON

C 012 AC Where dense graded asphalt is being constructed for an overlay less than 1-inch

350 TON

C 012 AD Where dense graded asphalt is being constructed in two layers or more and to a thickness of 3" - 6", the Asphalt Concrete pavement for the base course shall be per section 32 12 15 (Airfield)

350 TON

C 012 AE Apply Prime Coat 20 SY

C 012 AF Apply Tack Coat 20 SY

C 012 AG Install Pavement Reinforcing Fabric 20 SY

C 013 CURB AND GUTTER

C 013 AA Place Portland Cement Concrete Curb and Gutter 20 LF

C 013 AB Place Portland Cement Concrete Curb 20 LF

C 014 ASPHALT CONCRETE MAINTENANCE

C 014 AA Apply Type I Slurry To Parking Lots, (#200x1/8") Fine Aggregate Mixture, 1/16-Inch thickness; volcanic in origin and black in color.

20 SY

C 014 AB Apply Type II and Type III Slurry to Road/Street Surface, in accordance with Section 32 12 11; volcanic in origin and black in color.

20 SY

C 014 AC Clean and Fill Cracks in AC and PCC Pavement 1/4" to 3/4" Wide with Hot Self Leveling Polymer Sealant.

20 LF

C 014 AD Clean and Fill Cracks in AC and PCC Pavement 1" to 2" Wide with Hot Self Leveling Polymer Sealant.

20 LF

C 014 AE Apply Fog Seal 20 SY

C 014 AF Apply GSB-88 Seal Coat FAA approved for Runways & Taxiways

C 014 AG Apply Single Bituminous Chip Seal 20 SY

C 014 AH Apply Double Bituminous Chip Seal 20 SY

C 014 AI Apply Asphalt Surface Rejuvenator 20 SY

C 014 AJ Airfield Rubber Removal 20 SY

C 014 AK 5' X 5' Pothole repair: Sawcut, remove existing A/C.

Compact base, apply weed killer, tack coat, prime coat, new finished asphalt 3"

20 EA

C 014 AL 10' X 10' FULL DEPTH PATCH: Sawcut, remove existing A/C and Base. Install and compact new base, apply weed killer, tack coat, prime coat, new finished asphalt 3" thick over 4" thick ABC

20 EA

C 014 AM 20' X 20' FULL DEPTH PATCH: Sawcut, remove existing A/C and Base. Install and compact new base, apply weed killer, tack coat, prime coat, new finished asphalt 3" thick over 4" thick ABC

20 EA

C 014 AN Sweep Pavement Surface with a Self Propelled Sweeper. 20 SY

C 014 AO Raise or lower 6" to 8" diameter water or gas covers and frames to grade.

20 EA

C 015 PORTLAND CEMENT CONCRETE (PCC)

C 015 AA Place 3,000 PSI Type II PCC Horizontally with Chute or Pump. Includes Screeding, Floating, Troweling, Control Joints, Tooling, Curing, and Finish as Specified in a Task Order.

320 CY

C 015 AB Place 4,000 PSI Type II PCC…