FINAL REVISED PAVING ELINS FOR RFP.xlsx
XLSX spreadsheet 81 KB Posted
- Attached to
- Naval Facilities Engineering Command Southwest Metro San Diego HubZone Set Aside NAICS 237310 Road Paving
- Solicitation number
- N62473-20-R-0029
About this file
This is a solicitation for an indefinite quantity contract to provide road paving services at various government facilities within the Naval Base Point Loma, Naval Base San Diego, Naval Base Coronado, and Marine Corps Air Station Miramar areas of responsibility. The contractor shall furnish all labor, materials, equipment, transportation, tools, and supervision to complete task orders for repair, removal, and replacement of road paving projects. Task orders will include pre-negotiated line item numbers for categorized services such as erosion control, surveying, demolition, site work, utilities, formwork, asphalt, concrete, sawcutting, guardrails and traffic control, in addition to incidental items. Pricing for pre-negotiated services shall include all costs for a complete scope of work. The solicitation is a HubZone set-aside issued by the Naval Facilities Engineering Command Southwest contracting office to provide road paving services for the Department of the Navy.
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Other files
| File | Type | Posted |
|---|---|---|
| N6247320R0029 Paving IDIQ RFI Answers 033120.pdf | ||
| N62473-20-R-0029 Road Paving Amendment 0001.pdf | ||
| Exhibit F Surety Form.docx | DOCX document | |
| N62473-20-R-0029 RFP.pdf | ||
| Exhibit A - Offeror Team Composition and Management.docx | DOCX document | |
| Exhibit J JOC IDIQ SAMPLE SUBMITTAL REGISTER.docx | DOCX document | |
| CalTrans Std A87B - HOT MIX ASPHALT DIKES - USE FOR ALL PAVING IDIQS.pdf | ||
| Exhibit C - PPQ.docx | DOCX document | |
| CalTrans Std A87A - CURB AND DRIVEWAYS - USE FOR ALL PAVING IDIQS.pdf | ||
| Exhibit H GENERIC UFGS Guides for projects.docx | DOCX document | |
| Exhibit B - Experience - Offeror.docx | DOCX document | |
| SAN DIEGO COUNTY WD 122719.pdf | ||
| Exhibit D Safety Data 123019.docx | DOCX document | |
| Exhibit E Financial Questionnaire.docx | DOCX document | |
| Exhibit G Revised RFI Form.docx | DOCX document | |
| Exhibit X Post-Award-Limitations-on-Subcontracting-Report.docx | DOCX document |
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Text version
BASE PERIOD
ATTACHMENT J-B-01
EXHIBIT LINE ITEM NUMBERS
| INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) |
| BASE PERFORMANCE PERIOD (TWO YEARS) |
| 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 | DESCRIPTION | QTY | UNIT ISSUE | UNIT PRICE | TOTAL AMOUNT |
| A001 | ENVIRONMENTAL CONTROLS | ||||
| A001AA | Provide Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP), includes permit fees. | 1 | EA | ||
| A001AB | Implement, manage and maintain SWPPP, WPCP and BMP's, includes sampling, testing, and reports. | 12 | Day | ||
| A001AC | Submit Storm Water Annual Report to authority. | 1 | EA | ||
| A002 | EROSION CONTROL | ||||
| A002AA | Install Straw Blanket. | 100 | SY | ||
| A002AB | Install Wood Fiber Blanket. | 100 | SY | ||
| A002AC | Install Jute Netting. | 100 | SY | ||
| A002AD | Install Polyethylene Sheeting, 6 mil | 100 | SY | ||
| A002AE | Install Non-Competing Native and Non-Native Hydroseed. | 1 | MSF | ||
| A002AF | Import and Place Class "A" Top Soil | 5 | CY | ||
| A002AG | Mix In Organic Soil Amendment | 2 | MSF | ||
| A002AH | Import and place 3/4" Crushed Rock | 25 | TON | ||
| A002AJ | Import and place 1-1/2" Crushed Rock. | 25 | TON | ||
| A002AK | Import and place 3" Crushed Rock. | 5 | TON | ||
| A002AL | Import and Place Rip-Rap, 6" to 12" Random Broken Rock | 5 | TON | ||
| A002AM | Install Silt Fence, Polypropylene, 3' High. | 500 | LF | ||
| A002AN | Install Straw Waddle, 9" Diameter x 25' Long | 15 | EA | ||
| A002AP | Install Staked Straw Bale Barrier | 15 | EA | ||
| A002AQ | Install Catch Basin Filtration (Filter) Insert, All Catch Basin Sizes/Types. | 3 | EA | ||
| A002AR | Install Pre-Filled Gravel Bags, 14" x 26" x 50 lb Capacity | 50 | EA | ||
| A003 | SURVEYING AND DRAWINGS | ||||
| A003AA | Topographical Construction Survey: Survey sites as specified in a task order. Establish lines and grades. Mark out the construction site by staking. Submit Closeout As-Builts for new installed utilities within 5-calendar days after the "Final Acceptance Inspection." | 5 | ACRE | ||
| A003AB | Develop Record Drawings as specified in a task order. Submit the Record drawings for review within 30-calendar days after award of this task order. Allow for a 10-calendar day review and acceptance process before mobilization and start of work. Submit Closeout As-Builts Drawings within 5-celandar days after the "Final Acceptance Inspection.". | 3 | EA | ||
| A003AC | Basic underground survey investigation – research and data collection | 1 | LS | ||
| A003AD | Underground utility location services – Horizontal location and marking with paint to 10 feet outside perimeter of the site | 1 | HR | ||
| A003AE | Underground utility location services – Horizontal and vertical location, marking with paint to 10 feet outside perimeter of the site | 1 | HR | ||
| A004 | DEMOLITION | ||||
| A004AA | Clear and Grub/Haul/Dispose of Roots, Stumps, and Green Waste. Price to include any municipal dump or disposal fees | 3 | ACRE | ||
| A004AB | Demolish of Horizontally or Vertically Placed Concrete. With or Without Steel. | 10 | CY | ||
| A004AC | Demolish/Remove Pavement and Curb to 6-Inches. | 1,000 | SY | ||
| A004AD | Demolish/Remove Pavement and Curb at 3-Inch Increments over 6-Inches. | 1,000 | SY | ||
| A004AE | Demolish/Remove Storm Water Drain Pipe, Excludes Excavation. | 25 | LF | ||
| A004AF | Haul/Dispose of All Types of Soils and Hard Material, Asphalt Concrete, and Portland Cement Concrete Materials per Mile/One Way Only. | 1,000 | LCY | ||
| A004AG | Remove and dispose of, or temporarily remove and reinstall existing signs. | 10 | EA | ||
| A005 | SITE WORK | ||||
| A005AA | Ripping, excavation and stockpiling with dozer. | 1,000 | CY | ||
| A005AB | Excavation, stockpiling and backfilling with scraper. | 1,000 | CY | ||
| A005AC | Compact Subgrade with dozer and sheepsfoot and/or with vibratory roller to lines and grade. To a maximum lifts of 8-inches. | 1,000 | CY | ||
| A005AD | Place and spread imported fill in construction areas as specified, no compaction. | 1,000 | CY | ||
| A005AE | Subgrade Grading: Grade and drag to the lines and grades in accordance with the established construction survey. | 2,000 | SY | ||
| A005AF | Place, compact and finish grade 3/4" Class II Base in construction areas to finish lines and grade. | 500 | TON | ||
| A005AG | Lime Soil Stabilization, includes scarification. 2% mix by weight, 6-inches deep. | 500 | SY | ||
| A005AH | Cement Soil Stabilization in Class II Base, includes scarification. 6%-8% cement content by weight, in 6-inch lifts. | 150 | SY | ||
| A005AJ | Excavate trench or slope with excavator 1/2 to 3/4 CY, to include trench box, handwork, backfilling, and compaction. | 250 | CY | ||
| A005AK | Excavate trench with backhoe or skid steer, 1/4 to 1/2 CY, to include handwork, backfilling, and compaction. | 125 | CY | ||
| A005AL | Water Truck for dust control and compaction. | 125 | DY | ||
| A005AM | Heavy Equipment delivery and return. To include Dozer, grader, scraper, backhoe, skip loader, rollers, skid steer, excavator, planner and pulverizer. | 15 | EA | ||
| A005AN | Nuclear Density Test, Method A/B, ASTM D 6938 | 25 | EA | ||
| A005AP | California Bearing Ratio Test, ASTM D1883-07e2 | 25 | EA | ||
| UTILITIES | |||||
| A006 | Install Corrugated Galvanized Metal Culvert, to Include Bands/Couplings and Sealing. Does not include excavation, bedding material, or backfilling. | ||||
| A006AA | 8" to 12" Diameter x 16 Gauge Pipe | 1 | LF | ||
| A006AB | 15" Diameter. x 16 Gauge Pipe | 1 | LF | ||
| A006AC | 18" Diameter. x 16 Gauge Pipe | 1 | LF | ||
| A006AD | 24" Diameter x 14 Gauge Pipe | 1 | LF | ||
| A006AE | 30" Diameter x 14 Gauge Pipe | 1 | LF | ||
| A006AF | 36" Diameter x 12 Gauge Pipe | 1 | LF | ||
| A007 | Install Corrugated Galvanized Metal Culvert Bends or Elbows, to include Bands/Couplings and Sealing. Does not include excavation, bedding material, or backfilling. | ||||
| A007AA | 8" to 12" Diameter x 16 Gauge Pipe | 1 | EA | ||
| A007AB | 15" Diameter. x 16 Gauge Pipe | 1 | EA | ||
| A007AC | 18" Diameter. x 16 Gauge Pipe | 1 | EA | ||
| A007AD | 24" Diameter x 14 Gauge Pipe | 1 | EA | ||
| A007AE | 30" Diameter x 14 Gauge Pipe | 1 | EA | ||
| A007AF | 36" Diameter x 12 Gauge Pipe | 1 | EA | ||
| A008 | Install Corrugated Galvanized Metal Culvert Flared End Sections, to include Bands/Couplings and Sealing. Does not include excavation, bedding material, or backfilling. | ||||
| A008AA | 8" to 12" Diameter x 16 Gauge Pipe | 1 | EA | ||
| A008AB | 15" - 18" Diameter. x 16 Gauge Pipe | 1 | EA | ||
| A008AC | 24" Diameter x 14 Gauge Pipe | 1 | EA | ||
| A008AD | 30" Diameter x 14 Gauge Pipe | 1 | EA | ||
| A008AE | 36" Diameter x 12 Gauge Pipe | 1 | EA | ||
| A009 | Install Corrugated HDPE Drainage Pipe with Connection Bell, Spigot and Gasket, Type S. Include all required elbows and tees. Does not include excavation, bedding material, or backfilling. | ||||
| A009AA | 4" through 12" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| A009AB | 15" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| A009AC | 18" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| A009AD | 24" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| A009AE | 30" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| A009AF | 36" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| A009AG | 36" Diameter | 1 | LF |
| A010 | Install Corrugated, Smooth Bore HDPE Drainage Pipe with Connection Bell, Spigot and Gasket, Type S. Include all required elbows and tees. Does not include excavation, bedding material, or backfilling. | ||
| A010AA | 4" through 12" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| A010AB | 15" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| A010AC | 18" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| A010AD | 24" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| A010AE | 30" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| A010AF | 36" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| A010AG | 36" Diameter | 1 | LF |
| A011 | Install Reinforced Concrete Drainage Pipe, Class 3 Type 1 installation. To Include Gaskets and Sealing. Does not include excavation, bedding material, or backfilling. | |||
| A011AA | 12" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| A011AB | 15" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| A011AC | 18" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| A011AD | 24" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| A011AE | 30" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| A011AF | 36" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| A012 | Install Heavy Traffic Pre-Cast Storm Drainage Manholes. Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction. | |||
| A012AA | 5' I.D. x UP TO 4' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | EA | |
| A012AB | 5' I.D. x UP TO 6' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | EA | |
| A012AC | 5' I.D. x UP TO 8' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | EA | |
| A012AD | 5' I.D. x UP TO 12' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | VFL | |
| A012AE | Install new frame and a 24" diameter cover to extend manholes to finish grade. | 1 | EA | |
| A012AF | Install new frame and a 36" diameter heavy duty cast iron cover to extend manholes to finish grade. | 1 | EA | |
| A012AG | Install manhole adjusting ring (riser) 24" through 36" x 2" high to grade. | 1 | EA | |
| A012AH | Raise Valve Can and Cover to Grade. Includes Sealing and Patching. | 1 | EA | |
| A012AJ | Install Concrete collar for MH's not located in paved surfaces. | 1 | EA | |
| A012AK | Install concrete collar for 36" DIA manholes, not located in paved areas. | 1 | EA | |
| A013 | Install Storm Drainage Catch Basins, Grates and Frames. Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction. | |||
| A013AA | Catch Basin with drop inlet, 24" x 24" x 24"(LxDxH), with traffic rated grate. | 1 | EA | |
| A013AB | Catch Basin with drop inlet, 30" x 30" x 30"(LxWxH), with traffic rated grate. | 1 | EA | |
| A014 | FORMWORK AND REINFORCEMENT STEEL | |||
| A014AA | Construct formwork for vertically placed concrete and footings, Includes snap ties, removal of forms and cleanup. | 150 | SFCA | |
| A014AB | Reinforcing in place for horizontal and vertical concrete, A60 #3 through #11 reinforcement bar, includes. Sizes specified in a task order. | 500 | LB | |
| A014AC | Reinforcing in place for horizontal concrete, Welded Wire Fabric (WWF), 6 x 6 - W1.4 x W1.4. | 25 | CSF | |
| A014AD | Class 2 Aggregate Base course, CALTRANS Standard Specifications 26-1.02 Materials | 100 | TON | |
| A014AE | Class 3 Aggregate Base course, CALTRANS Standard Specifications 26-1.02 Materials | 100 | TON | |
| A015 | ASPHALT CONCRETE (AC) | |||
| A015AA | 3/4" HMA Type A (RAP allowed), Binder PG 64-10. Use for lifts 2"-3". | 100 | TON | |
| A015AB | 1/2" HMA Type A (RAP allowed), Binder PG 64-10. Use for lifts 1"-2" | 100 | TON | |
| A015AC | Apply Tack Coat, refer to task order for unit of measure for application purposes | 100 | SY | |
| A015AD | Apply prime coat, refer to task order for unit of measure for application purposes | 100 | SY | |
| A015AE | Apply Seal coat, refer to task order for unit of measure for application purposes | 100 | SY | |
| A015AF | Perform California Test Method 375. Number of tests in accordance with CTM 375. (Minimum requirement is 5 per test site or 50 TONS HMA, which ever is greater) | 10 | EA | |
| A015AG | Install 2" x 4" Redwood Header as Specified in a Task Order. | 50 | LF | |
| A015AH | Apply Herbicide | 15 | MSF | |
| A016 | CURB AND GUTTER | |||
| A016AD | Place concrete curb in conformance with CALTRANS Standard Plan A87A Curbs and Driveways | 100 | LF | |
| A017 | ASPHALT CONCRETE MAINTENANCE | |||
| A017AA | Apply Type I Slurry To Parking Lots, (#200x1/8") Fine Aggregate Mixture, 1/16-Inch thickness; volcanic in origin and black in color. | 2,500 | SY | |
| A017AB | Apply Type II and Type III Slurry to Road/Street Surface, in accordance with SECTION 32 12 11, BITUMINOUS SURFACE TREATMENT; volcanic in origin and black in color. | 5,000 | SY | |
| A017AC | Clean and seal Cracks in AC and PCC Pavement less than 1/2-Inches Wide with Hot Self Leveling Polymer Sealant | 2,500 | LF | |
| A017AD | Clean and Fill SEAL Cracks in AC and PCC Pavement greater than 1/2-Inches Wide with Hot Self Leveling Polymer Sealant. | 2,500 | LF | |
| A017AE | Sweep Pavement Surface with a Self Propelled Sweeper. | 100 | MSF | |
| A018 | PORTLAND CEMENT CONCRETE (PCC) | |||
| A018AA | 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. | 50 | CY | |
| A018AB | Place 3,000 PSI Type II PCC Vertically with Chute or Pump. Includes Screeding, Floating, Troweling, Tooling, Control Joints, and Finish as Specified in a Task Order. | 50 | CY | |
| A018AC | 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. | 50 | CY | |
| A018AD | Place 4,000 PSI Type II PCC Vertically with Chute or Pump. Includes Screeding, Floating, Troweling, Tooling, Control Joints, Curing, and Finish as Specified in a Task Order. | 50 | CY | |
| A018AE | Place 6" Thick x 4,000 PSI Type II PCC Driveways with Chute or Pump. Includes Formwork, 4" x 4" x W2.1 x W2.1 WWF (conform to ASTM A185 and/or A497). Floating, Troweling, Control Joints, Handicap Tooling, Curing, and Finish as Specified by the Task Order. | 50 | SF | |
| A018AF | Place 4" Thick x 4,000 PSI Type II PCC Driveways with Chute or Pump. Includes Formwork, 4" x 4" x W2.1 x W2.1 WWF (conform to ASTM A185 and/or A497). Floating, Troweling, Control Joints, Handicap Tooling, Curing, and Finish as Specified by the Task Order. | 50 | SF | |
| A018AG | Stamp and Color Placed PCC. Contractor to submit various types of stamps and colors for the customer to choose from. | 50 | SF | |
| A018AH | Install 2' x 4' ADA Truncated Domes Tile to meet Americans with Disabilities Act. | 1 | EA | |
| A019 | SAWCUTTING | |||
| A019AA | Sawcut Asphalt Concrete to 3" Thick | 500 | LF | |
| A019AB | Sawcut Asphalt Concrete, Each Additional Inch of Depth | 500 | LF | |
| A019AC | Sawcut Portland Cement Concrete to 4" Thick | 500 | LF | |
| A019AD | Sawcut Portland Cement Concrete, Each additional inch of depth | 500 | LF | |
| A020 | MASONRY | |||
| A020AA | 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. | 100 | SF | |
| A020AB | 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. | 100 | SF | |
| A020AC | 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. | 100 | SF | |
| A020AD | 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. | 100 | SF | |
| A021 | PAINT, MARKINGS, AND MARKERS | |||
| A021AA | Place 4" to 6" Wide Thermoplastic Preformed Pavement Striping Tape, Includes Layout. | 500 | LF | |
| A021AB | Place 12" Wide Thermoplastic Preformed Pavement Markings, Arrows, Pavement Striping Tape, and Letters/Numbers on Paved Surface, Includes Layout. | 500 | LF | |
| A021AC | Paint Reflectorized or Non-Reflectorized Letters and Symbols as Specified on a Task Order. Includes Layout. | 500 | SF | |
| A021AD | Paint 12" Wide Reflective Lines. Includes Layout. | 500 | SF | |
| A021AE | Paint Double 4" Wide Reflective Lines/Striping. Includes Layout. | 500 | LF | |
| A021AF | Paint Single 4" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout. | 500 | LF | |
| A021AG | Paint Single 6" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout. | 500 | LF | |
| A021AH | Install Reflective Raised Markers, 4" x 4" x 3/4", All Colors. Colors to be specified on a Task Order. | 500 | EA | |
| A021AJ | Install Raised Plastic Disks, 4" Diameter x 3/4" High, All Colors. Color to be Specified on a Task Order. | 500 | EA | |
| A021AK | Remove Pavement Markers and Discs. | 500 | EA | |
| A021AL | Install Temporary Polyurethane Markers. | 500 | EA | |
| A021AM | Install Glue Down Delineator Posts, 36" High, Orange or White with Reflector Stripes. Colored to be Specified on a Task Order. | 25 | EA | |
| A021AN | Remove thermoplastic and road markings by scarifying. | 100 | SF | |
| A021AP | Remove lines and markings by shot blasting. | 100 | LF | |
| A022 | GUARDRAILS | |||
| A022AA | Install Metal Beam Guard Railing with 6" x 8" x 5'-4" Long Douglas Fir Posts, to Include Augering, Blocks, and Hardware. | 50 | LF | |
| A022AB | Install Metal Beam Guard Railing with W6 x 8.5 x 6'-6" Long Steel Posts, to Include Augering, Blocks, and Hardware. | 50 | LF | |
| A022AC | Install Metal Beam Guard Rail Flared End or Wrap Around End Sections and Hardware as Specified in a Task Order. | 10 | EA | |
| A022AD | Remove partial sections or complete sections of Metal Beam Guard Railing with Wood or Metal Posts. | 50 | LF | |
| A022AE | Remove and re-install Metal Guardrail | 50 | LF | |
| A022AF | Remove wood guardrail post and install new 6" x 8" x 5'-4" Long Douglas Fir Post | 15 | LF | |
| A023 | PULVERIZING AND PLANING | |||
| A023AA | Pulverize and blend with existing base up to 4-inches in depth. Increase quantities in 4-inch increments based on the thickness of existing asphalt concrete. | 400 | SY | |
| A023AB | Plane and cleaning asphalt concrete pavement, 1" to 3" in depth. Does not include hauling. | 400 | SY | |
| A024 | TRAFFIC LOOPS | |||
| A024AA | Install Inductive Loop Detector | 1 | EA | |
| A024AB | Install Loop Detector to Splice Box | 1 | LF | |
| A025 | TRAFFIC AND EXTERIOR SIGNS | |||
| A026 | TRAFFIC CONTROL MEDIUM TO HEAVY TRAFFIC | |||
| A026AA | Flaggers, 2 each, 8-hour day; Place cones and signage. | 15 | DAY | |
| A026AB | Flasher Board, each, 8-hour day | 15 | DAY | |
| A026AC | Flasher Truck for Traffic Work | 15 | DAY | |
| A026AD | Speed Hump - Install one 12' wide (direction of travel) Speed Hump across one traffic lane (approx. 12' across) with 4" high and 3' wide level walkway at crest. Includes stripping to meet MUTCD standards. | 45 | EA | |
| A026AE | Speed Hump - Install two 12' wide (bi directional) Speed Humps across two adjacent traffic lanes with 4" high and 3' wide level walkway at crest. Includes striping and signage in compliance with current MUTCD specifications. | 40 | EA | |
| A026AF | Speed Hump - Install four 12' wide (bi direction) Speed Humps across four adjacent traffic lanes with 4" high and 3' wide level walkway at crest. Includes striping and signage in compliance with current MUTCD specifications. | 40 | EA | |
| A026AG | Speed Bump - Install one 12' wide (uni directional) Speed Hump across one traffic lane (approx. 12' across) with 4" high and 3' wide level walkway at crest. Includes striping and signage in compliance with current MUTCD specifications. | 25 | EA | |
| A027 | ACCESSORIES | |||
| A027AA | Provide and install precast concrete wheel stops, 6' long, 4" high. Each stop will be reinforced with two #4 rebar placed equidistant from each other. Provide slots for drainage at base and holes for securing stops to substrate. Concrete shall be 4,000 psi strength. Provide dowels or epoxy adhesive for attaching to surface. | 1 | EA | |
| A027AB | 10' Barrier Rail (K Rail) CALTRANS Type K-10 , includes delivery, unloading, and placement. Provide and place as indicated in Task order. | 1 | EA | |
| A027AC | 20' Barrier Rail (K Rail) CALTRANS Type K-20 (T3A), includes delivery, unloading, and placement. Provide and place as indicated in Task order. | 1 | EA | |
| A027AD | 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. | 1 | EA | |
| A027AE | Remove and dispose of steel bollard. | 1 | EA | |
| A027AF | Install Schedule 80 PVC 2-1/2" Electrical Conduit, includes couplings. Does not include trenching. | 50 | LF | |
| A027AG | Install Schedule 80 PVC 2-1/2" Electrical Conduit Sweep. Does not include trenching. | 1 | EA | |
| A027AH | Install 2' x 2' x 3' Deep Handhold Box with Concrete Cover Designed for Heavy Traffic. Does not include excavation. | 1 | EA | |
| A027AJ | 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. | 50 | LF | |
| A027AK | Construct/Install Galvanized Schedule 40 Steel 1-1/2" Two Rail Handrail. Shall be ADA Compliant. | 50 | LF | |
| A027AL | Install 1/2", 3/4", 7/8", 1" & 1-1/4" Steel Plate Bridging with skid resistant coating up to 6' x 8', to include Caltrans Method 2 installation and warning signage. | 10 | WEEK | |
| A027AM | Install 1/2", 3/4", 7/8", 1" & 1-1/4" Steel Plate Bridging with skid resistant coating up to 8' x 10', to include Caltrans Method 2 installation and warning signage. | 10 | WEEK | |
| A027AN | Install 1/2", 3/4", 7/8", 1" & 1-1/4" Steel Plate Bridging with skid resistant coating up to 8' x 12', to include Caltrans Method 2 installation and warning signage. | 10 | WEEK | |
| A028 | SPORTS COURT COATING | |||
| A028AA | Apply Color Sport Surface Coating on Basketball, Tennis, and Volleyball Courts on newly constructed Sports Courts, includes surface preparation and coating. | 1 | SY | |
| A028AB | Apply Color Sport Court game lines on Basketball, Tennis, and Volleyball Courts for newly constructed Sports Courts, includes layout. | 1 | EA | |
| LABOR - STANDARD HOURS | ||||
| A029 | 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. | |||
| A029AA | Common Laborer | 100 | HR | |
| A029AB | Skilled Worker | 100 | HR | |
| A029AC | SSHO or Designated QCM of safety oversight on "High Risk" projects | 100 | HR | |
| LABOR - NON-STANDARD HOURS | ||||
| A030 | Other than Standard Hours: Surchage to be added to the unit costs for work performed during other than standard working hours (Normal duty hours shall be established at the task order level). This included Saturday/Sunday/After Hours. | |||
| A030AA | Common Laborer | 100 | HR | |
| A030AB | Skilled Worker | 100 | HR | |
| A030AC | SSHO or Designated QCM of safety oversight on "High Risk" projects | 100 | HR | |
| NON-PREPRICED WORK | PERCENT | |||
| A031 | 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 | ||
| A032 | 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 Specific | ||
| A033 | Cost for Individual Project Phasing - addressed at the Task Order Level | Task Order Specific |
TOTAL IDIQ LINE ITEMS - A001 THROUGH A033 $0.00
INITIAL OPTION PERIOD
ATTACHMENT J-B-01
| INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) |
| INITIAL OPTION PERIOD (TWO YEARS) |
| PROVIDE PRICES FOR CONSTRUCTION AND REPAIR OF ASPHALT CONCRETE AND |
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 | DESCRIPTION | QTY | UNIT ISSUE | UNIT PRICE | TOTAL AMOUNT |
| B001 | ENVIRONMENTAL CONTROLS | ||||
| B001AA | Provide Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP), includes permit fees. | 1 | EA | ||
| B001AB | Implement, manage and maintain SWPPP, WPCP and BMP's, includes sampling, testing, and reports. | 12 | Day | ||
| B001AC | Submit Storm Water Annual Report to authority. | 1 | EA | ||
| B002 | EROSION CONTROL | ||||
| B002AA | Install Straw Blanket. | 100 | SY | ||
| B002AB | Install Wood Fiber Blanket. | 100 | SY | ||
| B002AC | Install Jute Netting. | 100 | SY | ||
| B002AD | Install Polyethylene Sheeting, 6 mil | 100 | SY | ||
| B002AE | Install Non-Competing Native and Non-Native Hydroseed. | 1 | MSF | ||
| B002AF | Import and Place Class "A" Top Soil | 5 | CY | ||
| B002AG | Mix In Organic Soil Amendment | 2 | MSF | ||
| B002AH | Import and place 3/4" Crushed Rock | 25 | TON | ||
| B002AJ | Import and place 1-1/2" Crushed Rock. | 25 | TON | ||
| B002AK | Import and place 3" Crushed Rock. | 5 | TON | ||
| B002AL | Import and Place Rip-Rap, 6" to 12" Random Broken Rock | 5 | TON | ||
| B002AM | Install Silt Fence, Polypropylene, 3' High. | 500 | LF | ||
| B002AN | Install Straw Waddle, 9" Diameter x 25' Long | 15 | EA | ||
| B002AP | Install Staked Straw Bale Barrier | 15 | EA | ||
| B002AQ | Install Catch Basin Filtration (Filter) Insert, All Catch Basin Sizes/Types. | 3 | EA | ||
| B002AR | Install Pre-Filled Gravel Bags, 14" x 26" x 50 lb Capacity | 50 | EA | ||
| B003 | SURVEYING AND DRAWINGS | ||||
| B003AA | Topographical Construction Survey: Survey sites as specified in a task order. Establish lines and grades. Mark out the construction site by staking. Submit Closeout As-Builts for new installed utilities within 5-calendar days after the "Final Acceptance Inspection." | 5 | ACRE | ||
| B003AB | Develop Record Drawings as specified in a task order. Submit the Record drawings for review within 30-calendar days after award of this task order. Allow for a 10-calendar day review and acceptance process before mobilization and start of work. Submit Closeout As-Builts Drawings within 5-celandar days after the "Final Acceptance Inspection.". | 3 | EA | ||
| B003AC | Basic underground survey investigation – research and data collection | 1 | LS | ||
| B003AD | Underground utility location services – Horizontal location and marking with paint to 10 feet outside perimeter of the site | 1 | HR | ||
| B003AE | Underground utility location services – Horizontal and vertical location, marking with paint to 10 feet outside perimeter of the site | 1 | HR | ||
| B004 | DEMOLITION | ||||
| B004AA | Clear and Grub/Haul/Dispose of Roots, Stumps, and Green Waste. Price to include any municipal dump or disposal fees | 3 | ACRE | ||
| B004AB | Demolish of Horizontally or Vertically Placed Concrete. With or Without Steel. | 10 | CY | ||
| B004AC | Demolish/Remove Pavement and Curb to 6-Inches. | 1,000 | SY | ||
| B004AD | Demolish/Remove Pavement and Curb at 3-Inch Increments over 6-Inches. | 1,000 | SY | ||
| B004AE | Demolish/Remove Storm Water Drain Pipe, Excludes Excavation. | 25 | LF | ||
| B004AF | Haul/Dispose of All Types of Soils and Hard Material, Asphalt Concrete, and Portland Cement Concrete Materials per Mile/One Way Only. | 1,000 | LCY | ||
| B004AG | Remove and dispose of, or temporarily remove and reinstall existing signs. | 10 | EA | ||
| B005 | SITE WORK | ||||
| B005AA | Ripping, excavation and stockpiling with dozer. | 1,000 | CY | ||
| B005AB | Excavation, stockpiling and backfilling with scraper. | 1,000 | CY | ||
| B005AC | Compact Subgrade with dozer and sheepsfoot and/or with vibratory roller to lines and grade. To a maximum lifts of 8-inches. | 1,000 | CY | ||
| B005AD | Place and spread imported fill in construction areas as specified, no compaction. | 1,000 | CY | ||
| B005AE | Subgrade Grading: Grade and drag to the lines and grades in accordance with the established construction survey. | 2,000 | SY | ||
| B005AF | Place, compact and finish grade 3/4" Class II Base in construction areas to finish lines and grade. | 500 | TON | ||
| B005AG | Lime Soil Stabilization, includes scarification. 2% mix by weight, 6-inches deep. | 500 | SY | ||
| B005AH | Cement Soil Stabilization in Class II Base, includes scarification. 6%-8% cement content by weight, in 6-inch lifts. | 150 | SY | ||
| B005AJ | Excavate trench or slope with excavator 1/2 to 3/4 CY, to include trench box, handwork, backfilling, and compaction. | 250 | CY | ||
| B005AK | Excavate trench with backhoe or skid steer, 1/4 to 1/2 CY, to include handwork, backfilling, and compaction. | 125 | CY | ||
| B005AL | Water Truck for dust control and compaction. | 125 | DY | ||
| B005AM | Heavy Equipment delivery and return. To include Dozer, grader, scraper, backhoe, skip loader, rollers, skid steer, excavator, planner and pulverizer. | 15 | EA | ||
| B005AN | Nuclear Density Test, Method A/B, ASTM D 6938 | 25 | EA | ||
| B005AP | California Bearing Ratio Test, ASTM D1883-07e2 | 25 | EA | ||
| UTILITIES | |||||
| B006 | Install Corrugated Galvanized Metal Culvert, to Include Bands/Couplings and Sealing. Does not include excavation, bedding material, or backfilling. | ||||
| B006AA | 8" to 12" Diameter x 16 Gauge Pipe | 1 | LF | ||
| B006AB | 15" Diameter. x 16 Gauge Pipe | 1 | LF | ||
| B006AC | 18" Diameter. x 16 Gauge Pipe | 1 | LF | ||
| B006AD | 24" Diameter x 14 Gauge Pipe | 1 | LF | ||
| B006AE | 30" Diameter x 14 Gauge Pipe | 1 | LF | ||
| B006AF | 36" Diameter x 12 Gauge Pipe | 1 | LF | ||
| B007 | Install Corrugated Galvanized Metal Culvert Bends or Elbows, to include Bands/Couplings and Sealing. Does not include excavation, bedding material, or backfilling. | ||||
| B007AA | 8" to 12" Diameter x 16 Gauge Pipe | 1 | EA | ||
| B007AB | 15" Diameter. x 16 Gauge Pipe | 1 | EA | ||
| B007AC | 18" Diameter. x 16 Gauge Pipe | 1 | EA | ||
| B007AD | 24" Diameter x 14 Gauge Pipe | 1 | EA | ||
| B007AE | 30" Diameter x 14 Gauge Pipe | 1 | EA | ||
| B007AF | 36" Diameter x 12 Gauge Pipe | 1 | EA | ||
| B008 | Install Corrugated Galvanized Metal Culvert Flared End Sections, to include Bands/Couplings and Sealing. Does not include excavation, bedding material, or backfilling. | ||||
| B008AA | 8" to 12" Diameter x 16 Gauge Pipe | 1 | EA | ||
| B008AB | 15" - 18" Diameter. x 16 Gauge Pipe | 1 | EA | ||
| B008AC | 24" Diameter x 14 Gauge Pipe | 1 | EA | ||
| B008AD | 30" Diameter x 14 Gauge Pipe | 1 | EA | ||
| B008AE | 36" Diameter x 12 Gauge Pipe | 1 | EA | ||
| B009 | Install Corrugated HDPE Drainage Pipe with Connection Bell, Spigot and Gasket, Type S. Include all required elbows and tees. Does not include excavation, bedding material, or backfilling. | ||||
| B009AA | 4" through 12" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| B009AB | 15" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| B009AC | 18" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| B009AD | 24" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| B009AE | 30" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| B009AF | 36" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | ||
| B009AG | 36" Diameter | 1 | LF |
| B010 | Install Corrugated, Smooth Bore HDPE Drainage Pipe with Connection Bell, Spigot and Gasket, Type S. Include all required elbows and tees. Does not include excavation, bedding material, or backfilling. | ||
| B010AA | 4" through 12" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| B010AB | 15" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| B010AC | 18" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| B010AD | 24" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| B010AE | 30" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| B010AF | 36" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF |
| B010AG | 36" Diameter | 1 | LF |
| B011 | Install Reinforced Concrete Drainage Pipe, Class 3 Type 1 installation. To Include Gaskets and Sealing. Does not include excavation, bedding material, or backfilling. | |||
| B011AA | 12" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| B011AB | 15" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| B011AC | 18" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| B011AD | 24" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| B011AE | 30" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| B011AF | 36" Diameter, with flared ends. Contractor to assume slope stabilization and scour protection defined in Task order. | 1 | LF | |
| B012 | Install Heavy Traffic Pre-Cast Storm Drainage Manholes. Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction. | |||
| B012AA | 5' I.D. x UP TO 4' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | EA | |
| B012AB | 5' I.D. x UP TO 6' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | EA | |
| B012AC | 5' I.D. x UP TO 8' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | EA | |
| B012AD | 5' I.D. x UP TO 12' Deep, to include base, all sections, required leveling rings(risers), frame and 36" diameter heavy duty cast iron cover and sealing of sections. | 1 | VFL | |
| B012AE | Install new frame and a 24" diameter cover to extend manholes to finish grade. | 1 | EA | |
| B012AF | Install new frame and a 36" diameter heavy duty cast iron cover to extend manholes to finish grade. | 1 | EA | |
| B012AG | Install manhole adjusting ring (riser) 24" through 36" x 2" high to grade. | 1 | EA | |
| B012AH | Raise Valve Can and Cover to Grade. Includes Sealing and Patching. | 1 | EA | |
| B012AJ | Install Concrete collar for MH's not located in paved surfaces. | 1 | EA | |
| B012AK | Install concrete collar for 36" DIA manholes, not located in paved areas. | 1 | EA | |
| B013 | Install Storm Drainage Catch Basins, Grates and Frames. Includes pipe connection and sealing/grouting. Does not include excavation, bedding, backfilling, and compaction. | |||
| B013AA | Catch Basin with drop inlet, 24" x 24" x 24"(LxDxH), with traffic rated grate. | 1 | EA | |
| B013AB | Catch Basin with drop inlet, 30" x 30" x 30"(LxWxH), with traffic rated grate. | 1 | EA | |
| B014 | FORMWORK AND REINFORCEMENT STEEL | |||
| B014AA | Construct formwork for vertically placed concrete and footings, Includes snap ties, removal of forms and cleanup. | 150 | SFCA | |
| B014AB | Reinforcing in place for horizontal and vertical concrete, A60 #3 through #11 reinforcement bar, includes. Sizes specified in a task order. | 500 | LB | |
| B014AC | Reinforcing in place for horizontal concrete, Welded Wire Fabric (WWF), 6 x 6 - W1.4 x W1.4. | 25 | CSF | |
| B014AD | Class 2 Aggregate Base course, CALTRANS Standard Specifications 26-1.02 Materials | 100 | TON | |
| B014AE | Class 3 Aggregate Base course, CALTRANS Standard Specifications 26-1.02 Materials | 100 | TON | |
| B015 | ASPHALT CONCRETE (AC) | |||
| B015AA | 3/4" HMA Type A (RAP allowed), Binder PG 64-10. Use for lifts 2"-3". | 100 | TON | |
| B015AB | 1/2" HMA Type A (RAP allowed), Binder PG 64-10. Use for lifts 1"-2" | 100 | TON | |
| B015AC | Apply Tack Coat, refer to task order for unit of measure for application purposes | 100 | SY | |
| B015AD | Apply prime coat, refer to task order for unit of measure for application purposes | 100 | SY | |
| B015AE | Apply Seal coat, refer to task order for unit of measure for application purposes | 100 | SY | |
| B015AF | Perform California Test Method 375. Number of tests in accordance with CTM 375. (Minimum requirement is 5 per test site or 50 TONS HMA, which ever is greater) | 10 | EA | |
| B015AG | Install 2" x 4" Redwood Header as Specified in a Task Order. | 50 | LF | |
| B015AH | Apply Herbicide | 15 | MSF | |
| B016 | CURB AND GUTTER | |||
| B016AD | Place concrete curb in conformance with CALTRANS Standard Plan A87A Curbs and Driveways | 100 | LF | |
| B017 | ASPHALT CONCRETE MAINTENANCE | |||
| B017AA | Apply Type I Slurry To Parking Lots, (#200x1/8") Fine Aggregate Mixture, 1/16-Inch thickness; volcanic in origin and black in color. | 2,500 | SY | |
| B017AB | Apply Type II and Type III Slurry to Road/Street Surface, in accordance with SECTION 32 12 11, BITUMINOUS SURFACE TREATMENT; volcanic in origin and black in color. | 5,000 | SY | |
| B017AC | Clean and seal Cracks in AC and PCC Pavement less than 1/2-Inches Wide with Hot Self Leveling Polymer Sealant | 2,500 | LF | |
| B017AD | Clean and Fill SEAL Cracks in AC and PCC Pavement greater than 1/2-Inches Wide with Hot Self Leveling Polymer Sealant. | 2,500 | LF | |
| B017AE | Sweep Pavement Surface with a Self Propelled Sweeper. | 100 | MSF | |
| B018 | PORTLAND CEMENT CONCRETE (PCC) | |||
| B018AA | 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. | 50 | CY | |
| B018AB | Place 3,000 PSI Type II PCC Vertically with Chute or Pump. Includes Screeding, Floating, Troweling, Tooling, Control Joints, and Finish as Specified in a Task Order. | 50 | CY | |
| B018AC | 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. | 50 | CY | |
| B018AD | Place 4,000 PSI Type II PCC Vertically with Chute or Pump. Includes Screeding, Floating, Troweling, Tooling, Control Joints, Curing, and Finish as Specified in a Task Order. | 50 | CY | |
| B018AE | Place 6" Thick x 4,000 PSI Type II PCC Driveways with Chute or Pump. Includes Formwork, 4" x 4" x W2.1 x W2.1 WWF (conform to ASTM A185 and/or A497). Floating, Troweling, Control Joints, Handicap Tooling, Curing, and Finish as Specified by the Task Order. | 50 | SF | |
| B018AF | Place 4" Thick x 4,000 PSI Type II PCC Driveways with Chute or Pump. Includes Formwork, 4" x 4" x W2.1 x W2.1 WWF (conform to ASTM A185 and/or A497). Floating, Troweling, Control Joints, Handicap Tooling, Curing, and Finish as Specified by the Task Order. | 50 | SF | |
| B018AG | Stamp and Color Placed PCC. Contractor to submit various types of stamps and colors for the customer to choose from. | 50 | SF | |
| B018AH | Install 2' x 4' ADA Truncated Domes Tile to meet Americans with Disabilities Act. | 1 | EA | |
| B019 | SAWCUTTING | |||
| B019AA | Sawcut Asphalt Concrete to 3" Thick | 500 | LF | |
| B019AB | Sawcut Asphalt Concrete, Each Additional Inch of Depth | 500 | LF | |
| B019AC | Sawcut Portland Cement Concrete to 4" Thick | 500 | LF | |
| B019AD | Sawcut Portland Cement Concrete, Each additional inch of depth | 500 | LF | |
| B020 | MASONRY | |||
| B020AA | 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. | 100 | SF | |
| B020AB | 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. | 100 | SF | |
| B020AC | 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. | 100 | SF | |
| B020AD | 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. | 100 | SF | |
| B021 | PAINT, MARKINGS, AND MARKERS | |||
| B021AA | Place 4" to 6" Wide Thermoplastic Preformed Pavement Striping Tape, Includes Layout. | 500 | LF | |
| B021AB | Place 12" Wide Thermoplastic Preformed Pavement Markings, Arrows, Pavement Striping Tape, and Letters/Numbers on Paved Surface, Includes Layout. | 500 | LF | |
| B021AC | Paint Reflectorized or Non-Reflectorized Letters and Symbols as Specified on a Task Order. Includes Layout. | 500 | SF | |
| B021AD | Paint 12" Wide Reflective Lines. Includes Layout. | 500 | SF | |
| B021AE | Paint Double 4" Wide Reflective Lines/Striping. Includes Layout. | 500 | LF | |
| B021AF | Paint Single 4" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout. | 500 | LF | |
| B021AG | Paint Single 6" Wide Reflective or Non-Reflective Lines/Striping as Specified on a Task Order. Includes Layout. | 500 | LF | |
| B021AH | Install Reflective Raised Markers, 4" x 4" x 3/4", All Colors. Colors to be specified on a Task Order. | 500 | EA | |
| B021AJ | Install Raised Plastic Disks, 4" Diameter x 3/4" High, All Colors. Color to be Specified on a Task Order. | 500 | EA | |
| B021AK | Remove Pavement Markers and Discs. | 500 | EA | |
| B021AL | Install Temporary Polyurethane Markers. | 500 | EA | |
| B021AM | Install Glue Down Delineator Posts, 36" High, Orange or White with Reflector Stripes. Colored to be Specified on a Task Order. | 25 | EA | |
| B021AN | Remove thermoplastic and road markings by scarifying. | 100 | SF | |
| B021AP | Remove lines and markings by shot blasting. | 100 | LF | |
| B022 | GUARDRAILS | |||
| B022AA | Install Metal Beam Guard Railing with 6" x 8" x 5'-4" Long Douglas Fir Posts, to Include Augering, Blocks, and Hardware. | 50 | LF | |
| B022AB | Install Metal Beam Guard Railing with W6 x 8.5 x 6'-6" Long Steel Posts, to Include Augering, Blocks, and Hardware. | 50 | LF | |
| B022AC | Install Metal Beam Guard Rail Flared End or Wrap Around End Sections and Hardware as Specified in a Task Order. | 10 | EA | |
| B022AD | Remove partial sections or complete sections of Metal Beam Guard Railing with Wood or Metal Posts. | 50 | LF | |
| B022AE | Remove and re-install Metal Guardrail | 50 | LF | |
| B022AF | Remove wood guardrail post and install new 6" x 8" x 5'-4" Long Douglas Fir Post | 15 | LF | |
| B023 | PULVERIZING AND PLANING | |||
| B023AA | Pulverize and blend with existing base up to 4-inches in depth. Increase quantities in 4-inch increments based on the thickness of existing asphalt concrete. | 400 | SY | |
| B023AB | Plane and cleaning asphalt concrete pavement, 1" to 3" in depth. Does not include hauling. | 400 | SY | |
| B024 | TRAFFIC LOOPS | |||
| B024AA | Install Inductive Loop Detector | 1 | EA | |
| B024AB | Install Loop Detector to Splice Box | 1 | LF | |
| B025 | TRAFFIC AND EXTERIOR SIGNS | |||
| B026 | TRAFFIC CONTROL MEDIUM TO HEAVY TRAFFIC | |||
| B026AA | Flaggers, 2 each, 8-hour day; Place cones and signage. | 15 | DAY | |
| B026AB | Flasher Board, each, 8-hour day | 15 | DAY | |
| B026AC | Flasher Truck for Traffic Work | 15 | DAY | |
| B026AD | Speed Hump - Install one 12' wide (direction of travel) Speed Hump across one traffic lane (approx. 12' across) with 4" high and 3' wide level walkway at crest. Includes stripping to meet MUTCD standards. | 45 | EA | |
| B026AE | Speed Hump - Install two 12' wide (bi directional) Speed Humps across two adjacent traffic lanes with 4" high and 3' wide level walkway at crest. Includes striping and signage in compliance with current MUTCD specifications. | 40 | EA | |
| B026AF | Speed Hump - Install four 12' wide (bi direction) Speed Humps across four adjacent traffic lanes with 4" high and 3' wide level walkway at crest. Includes striping and signage in compliance with current MUTCD specifications. | 40 | EA | |
| B026AG | Speed Bump - Install one 12' wide (uni directional) Speed Hump across one traffic lane (approx. 12' across) with 4" high and 3' wide level walkway at crest. Includes striping and signage in compliance with current MUTCD specifications. | 25 | EA | |
| B027 | ACCESSORIES | |||
| B027AA | Provide and install precast concrete wheel stops, 6' long, 4" high. Each stop will be reinforced with two #4 rebar placed equidistant from each other. Provide slots for drainage at base and holes for securing stops to substrate. Concrete shall be 4,000 psi strength. Provide dowels or epoxy adhesive for attaching to surface. | 1 | EA | |
| B027AB | 10' Barrier Rail (K Rail) CALTRANS Type K-10 , includes delivery, unloading, and placement. Provide and place as indicated in Task order. | 1 | EA | |
| B027AC | 20' Barrier Rail (K Rail) CALTRANS Type K-20 (T3A), includes delivery, unloading, and placement. Provide and place as indicated in Task order. | 1 | EA | |
| B027AD | 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. | 1 | EA | |
| B027AE | Remove and dispose of steel bollard. | 1 | EA | |
| B027AF | Install Schedule 80 PVC 2-1/2" Electrical Conduit, includes couplings. Does not include trenching. | 50 | LF | |
| B027AG | Install Schedule 80 PVC 2-1/2" Electrical Conduit Sweep. Does not include trenching. | 1 | EA | |
| B027AH | Install 2' x 2' x 3' Deep Handhold Box with Concrete Cover Designed for Heavy Traffic. Does not include excavation. | 1 | EA | |
| B027AJ | 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. | 50 | LF | |
| B027AK | Construct/Install Galvanized Schedule 40 Steel 1-1/2" Two Rail Handrail. Shall be ADA Compliant. | 50 | LF | |
| B027AL | Install 1/2", 3/4", 7/8", 1" & 1-1/4" Steel Plate Bridging with skid resistant coating up to 6' x 8', to include Caltrans Method 2 installation and warning signage. | 10 | WEEK | |
| B027AM | Install 1/2", 3/4", 7/8", 1" & 1-1/4" Steel Plate Bridging with skid resistant coating up to 8' x 10', to include Caltrans Method 2 installation and warning signage. | 10 | WEEK | |
| B027AN | Install 1/2", 3/4", 7/8", 1" & 1-1/4" Steel Plate Bridging with skid resistant coating up to 8' x 12', to include Caltrans Method 2 installation and warning signage. | 10 | WEEK | |
| B028 | SPORTS COURT COATING | |||
| B028AA | Apply Color Sport Surface Coating on Basketball, Tennis, and Volleyball Courts on newly constructed Sports Courts, includes surface preparation and coating. | 1 | SY | |
| B028AB | Apply Color Sport Court game lines on Basketball, Tennis, and Volleyball Courts for newly constructed Sports Courts, includes layout. | 1 | EA | |
| LABOR - STANDARD HOURS | ||||
| B029 | 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. | |||
| B029AA | Common Laborer | 100 | HR | |
| B029AB | Skilled Worker | 100 | HR | |
| B029AC | SSHO or Designated QCM of safety oversight on "High Risk" projects | 100 | HR | |
| LABOR - NON-STANDARD HOURS | ||||
| B030 | Other than Standard Hours: Surchage to be added to the unit costs for work performed during other than standard working hours (Normal duty hours shall be established at the task order level). This included Saturday/Sunday/After Hours. | |||
| B030AA | Common Laborer | 100 | HR | |
| B030AB | Skilled Worker | 100 | HR | |
| B030AC | SSHO or Designated QCM of safety oversight on "High Risk" projects | 100 | HR | |
| NON-PREPRICED WORK | PERCENT | |||
| B031 | 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 | ||
| B032 | 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 Specific | ||
| B033 | Cost for Individual Project Phasing - addressed at the Task Order Level | Task Order Specific |
TOTAL IDIQ LINE ITEMS - B001 THROUGH B033 $0.00
FINAL OPTION PERIOD
ATTACHMENT J-B-01
| INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) |
| FINAL OPTION PERIOD (ONE YEAR) |
| PROVIDE PRICES FOR CONSTRUCTION AND REPAIR OF ASPHALT CONCRETE AND |
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.
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