Atch_8_(L-2)_Estimated_Workload.xlsx

XLSX spreadsheet 29 KB Posted

Attached to
Paving Indefinite Delivery/Indefinite Quantity (ID/IQ) Contract Federal contract opportunity
Solicitation number
FA9301-16-R-0011
Issued by
Department of the Air Force Materiel Command Test Center

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8. (L-2) Estimated Workload

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Other files for this federal contract opportunity

Other files attached to Paving Indefinite Delivery/Indefinite Quantity (ID/IQ) Contract, newest first.
File Type Posted
Solicitation_FA9301-16-R-0011_Amendment_0003.pdf PDF
FA9301-16-R-0011_Questions_and_Answers_(Round_3_-_FINAL).pdf PDF
Atch_10_(L-4),_Seed_Project_Pricing_Template_(Rev2).xlsx XLSX spreadsheet
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Atch_5_Wage_Determination_-_Kern_County_(Update_2).pdf PDF
FA9301-16-R-0011_Questions_and_Answers_(Round_2).pdf.pdf PDF
FA9301-16-R-0011_Amendment_0002.pdf PDF
Atch_9_(L-3)_Seed_Project_Statement_of_Work_(Revised).pdf PDF
FA9301-16-R-0011_Amendment_0001.pdf PDF
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FA9301-16-R-0011_Questions_and_Answers_-_Technical.pdf PDF
Atch_1_Basic_Contract_Statement_of_Work_(Revised).pdf PDF
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4_-_Maintenance_Road_Markings.pdf PDF
11_-_Repair_Roads_1-30A_Test_Area_AFRL_.pdf PDF
6_-_Repair_Roads_at_South_Base_Compound.pdf PDF
7_-_Repair_Parking_Lot_at_Ridley_Building_1440.pdf PDF
9_-_Repair_Parking_Lot_at_Building_1400.pdf PDF
1_-_Repair_South_Lancaster_Blvd.pdf PDF
12_-_Spall_Repair_Pad_15_Post_Jobwalk.pdf PDF
2_-_Maint_Crack_Seal_and_Slurry_Seal_S_Lancaster_Blvd.pdf PDF
8_-_Minor_Construction_Expand_Parking_Lot_at_Building_605.pdf PDF
3_-_Maint_Crack_and_Slurry_Seal_Airfield_Multi_Locations.pdf PDF
10_-_Repair_Roads_Base_wide_Rosamond.pdf PDF
5_-_Maintenance_Traffic_Control_Signs_Basewide.pdf PDF
FA9301-16-R-0011_Questions_and_Answers_-_Contractual.pdf PDF
Pre-Proposal_Conference_Vendor_Sign-In_Sheet_30_Mar_2017.pdf PDF
Pre-Proposal_Conference_Briefing_Slides_30_Mar_2017.pdf PDF
Atch_11_(L-5)_Schedule_of_Material_Submittals_Template.xls XLS spreadsheet
Atch_14_(L-8)_Past_Performance_Questionnaire_(PPQ).pdf PDF
Atch_5_Wage_Determination_-_Kern_County.pdf PDF
Atch_10_(L-4)_Seed_Project_Pricing_Template.xlsx XLSX spreadsheet
Atch_15_(L-9)_Subcontractor_Teaming_Partner_Consent_Form.pdf PDF
Atch_12_(L-6)_Progress_Schedule_Template.xlsx XLSX spreadsheet
FA9301-16-R-0011_Paving_IDIQ_Solicitation_SF_1442.pdf PDF
Atch_4_Civil_Engineering_Provided_Plans.pdf PDF
Atch_6_Wage_Determination_-_Los_Angeles_County.pdf PDF
Atch_1_Basic_Contract_Statement_of_Work.pdf PDF
Atch_3_Paving_Technical_Specifications.pdf PDF
Atch_2_2017_Edwards_AFB_Design_Standards.pdf PDF
Atch_9_(L-3)_Seed_Project_Statement_of_Work.pdf PDF
Atch_13_(L-7)_Past_Performance_Information_Form_(PPIF).pdf PDF
Atch_7_(L-1)_ELIN_Pricing_Template.xlsx XLSX spreadsheet
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Sheet1

FA9301-16-R-0011 PAVING ID/IQ SOLITICATION
ESTIMATED WORKLOAD PER EXHIBIT LINE ITEM NUMBER (ELIN)
ELINDescriptionUnit of MeasureYear 1Year 2Year 3Year 4Year 5
Sub-Base Course
X001Each 6'' of Sub-base preparationSY19,50019,50019,50019,50019,500
X002Each added inch of Sub-base preparationSY1,9501,9501,9501,9501,950
Base Course
X0036'' BaseSY19,50019,50019,50019,50019,500
X004Added Base Inch 1"-5"SY19,50019,50019,50019,50019,500
ACC Pavement
X005Each 3'' AC (64/28 Polymer Modified Mix)SY20,00020,00020,00020,00020,000
X006Airfield Roadways, Each 3'' AC (64/28 Polymer Modified Mix, no RAP)SY10,00010,00010,00010,00010,000
X007Airfield Shoulders, Each 3'' AC (64/28 Polymer Modified Mix, no RAP)SY10,00010,00010,00010,00010,000
X008Each Added Inch (64/28 Polymer Modified Mix)SY2,0002,0002,0002,0002,000
X009Airfield Roadways, Each Added Inch (64/28 Polymer Modified Mix, no RAP)SY10,00010,00010,00010,00010,000
X00AAirfield Shoulders, Each Added Inch (64/28 Polymer Modified Mix, no RAP)SY10,00010,00010,00010,00010,000
X00BAirfield - Load Bearing, Each 3'' AC (64/28 Polymer Modified Mix, no RAP)SY8,0008,0008,0008,0008,000
X00CAirfield - Load-Bearing Each Added Inch (64/28 Polymer Modified Mix, no RAP)SY8,0008,0008,0008,0008,000
ACC Milling
X00DMill ACC, first inchSY2,0002,0002,0002,0002,000
X00EMilling, each added inchSY200200200200200
ACC Pulverization
X00FPulverize ACC and incorporate on-site into base course, each 3"SY20,00020,00020,00020,00020,000
X00GPulverize ACC and dispose off-baseSY4,0004,0004,0004,0004,000
Base and Sub-Base Reinforcement Measures
X00HCement Treated Soil Treatment @ 6% portland cement, top 8" inchesSY2,0002,0002,0002,0002,000
Bituminous Surface Treatment
X00JSingle Coat TreatmentSY3,0003,0003,0003,0003,000
X00KDouble Coat TreatmentSY3,0003,0003,0003,0003,000
ACC Spray Applications
X00LTack CoatSY4,0004,0004,0004,0004,000
X00MFog SealsSY4,0004,0004,0004,0004,000
X00NPrime CoatSY4,0004,0004,0004,0004,000
X00PGSB-88 RejuvenatorSY60,00060,00060,00060,00060,000
ACC Crack Seal
X00QACC Crack Seal, Wide Cracks (1'' to 4'')LF30,00030,00030,00030,00030,000
X00RACC Crack Seal, Medium Cracks (1/2" to 1'')LF30,00030,00030,00030,00030,000
X00SACC Crack Seal, Narrow Cracks (1/16" to 1/2'')LF30,00030,00030,00030,00030,000
Slurry Seal
X00TSingle Application, with Tack CoatSY10,00010,00010,00010,00010,000
X00USingle Application, without Tack CoatSY10,00010,00010,00010,00010,000
ACC Patching
X00VACC Patch < 100SYSY10,00010,00010,00010,00010,000
X00WACC Patch >100SYSY10,00010,00010,00010,00010,000
Roadway and Airfield Markings
X00XRoadway Striping, 4'' Line, with A/F Type 1 BeadsSF20,00020,00020,00020,00020,000
X00YRoadway Striping, 4'' Line, with A/F Type 4 BeadsSF20,00020,00020,00020,00020,000
X00ZRoadway MARKING REFLECTIVE with A/F Type 1 BeadsSF20,00020,00020,00020,00020,000
X010Roadway MARKING REFLECTIVE with A/F Type 4 BeadsSF20,00020,00020,00020,00020,000
X011Roadway Marking, Thermoplastic MaterialSF2,0002,0002,0002,0002,000
X012Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 1 BeadsLF15,00015,00015,00015,00015,000
X013Airfield Striping, 30" Line total - on Full-Width Black Background, with A/F Type 3 BeadsLF20,00020,00020,00020,00020,000
X014Airfield Markings, with A/F Type 1 BeadsSF45,00045,00045,00045,00045,000
X015Airfield Markings, with A/F Type 3 BeadsSF45,00045,00045,00045,00045,000
X016Airfield, Thermoplastic Material Airfield RatedSF2,0002,0002,0002,0002,000
X017Non-Lead-Based Paint RemovalSF20,00020,00020,00020,00020,000
X018Temporary Construction-use ReflectorsEA10,00010,00010,00010,00010,000
X019Permanent, Type D Two-Way Reflective MarkersEA10,00010,00010,00010,00010,000
X01APermanent, Type G One-Way ReflectorsEA10,00010,00010,00010,00010,000
X01BRumble Strips, rubberized material purchased and installed post-constructionEA20,00020,00020,00020,00020,000
X01CRumble Strips, created in ACC at constructionLF20,00020,00020,00020,00020,000
Concrete Work
X01DReinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate)CY2,0002,0002,0002,0002,000
X01EUnreinforced PCC Airfield, 650 psi Flexural Strength (ASR Free Aggregate)CY2,0002,0002,0002,0002,000
X01FPCC Roadway, Roadway Use, SlipformCY1,9501,9501,9501,9501,950
X01GReinforced Concrete Pad, Formed and Cast in-placeCY100100100100100
X01HReinforced PCC Headwall, Formed and Cast-in-placeCY100100100100100
X01JPCC Valley GuttersCF1,0001,0001,0001,0001,000
X01KPCC SpandrelsCF1,0001,0001,0001,0001,000
X01L6" Curb with 18" GutterLF2,0002,0002,0002,0002,000
X01M6" Curb, Curb OnlyLF2,0002,0002,0002,0002,000
X01NSidewalks 6" thick, unreinforced, 5' wideLF2,0002,0002,0002,0002,000
X01PADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposalEA22222
X01QCorner-Wide ADA Entrances/Exits, Constructed in Existing Sidewalks, including demolition and disposalEA22222
X01RADA Entrances/Exits, with new Sidewalk ConstructionEA22222
X01SCorner-Wide ADA Entrances/Exits, with new Sidewalk ConstructionEA22222
X01THandicap Ramp 1:12 Maximum, 5' wide, with handrail both sidesLF3030303030
X01UPCC Crack Seal, Rout and Seal Includes all preparation and pressure-applied epoxy sealantLF2,0002,0002,0002,0002,000
X01VSpall Repair, PCC PavementSF3,0003,0003,0003,0003,000
Culverts
X01WCulvert, 30'' Remove OnlyLF2020202020
X01XCulvert, 36'' Remove OnlyLF2020202020
X01YCulvert, 30'' CMP Install Only including end treatmentLF2020202020
X01ZCulvert, 36'' CMP Install Only including end treatmentLF2020202020
X020Culvert, 24'' RCP Install Only including end treatmentLF2020202020
X021Culvert, 30'' RCP Install Only including end treatmentLF2020202020
X022Culvert, 36'' RCP Install Only including end treatmentLF2020202020
Handling of Government Furnished Material
X023Material TruckingTON/MI80,00080,00080,00080,00080,000
X024On-Base Bulk Material Loading & UnloadingCY10,00010,00010,00010,00010,000
X025Placement of government furnished base 6"SY500.00500.00500.00500.00500.00
X026Each added inch of government furnished base 1"-5"SY500.00500.00500.00500.00500.00
X027Placement of government furnished Sub-base 6"SY500.00500.00500.00500.00500.00
X028Each added inch of goverment furnished Sub-baseSY50.0050.0050.0050.0050.00
Professional and Speciality Services
X029Exploratory Drilling per hole, in earth or AC, each footEA2020202020
X02AExploratory Drilling, per hole, in rock or through PCC, each 6'' deepEA2020202020
X02BDrive Sample, Testing, and a ReportEA2020202020
X02CSoil Sampling, Testing, and a ReportEA2020202020
X02D2-Man Survey Team, In-Field Marking and Report (These items are for additional surveying, as required, above and beyond a standard paving project. Surveying incidental to a standard paving project is to be included in the line items associated with the standard paving project.)HR100100100100100
X02EPot-holing for utilities (These items are for additional pot-holing, as required, above and beyond a standard paving project. Pot-holing incidental to a standard paving project is to be included in the line items associated with the standard paving project.)HR2020202020
X02FUnder-Roadway Tunneling for Utility Placement, up to 12" DiameterLF200200200200200
Material Handling
X02GMaintenance and Reconstruction of SHOULDERS using existing on-site materials onlyLF16,00016,00016,00016,00016,000
X02HMaintenance and reconstruction of ditches using existing, on-site materials onlyLF16,00016,00016,00016,00016,000
X02JCommon ExcavationCY300300300300300
X02KRock ExcavationCY200200200200200
X02LExcavation of Unsuitable MaterialsCY400400400400400
X02MOff-Base Material DisposalCY3,0003,0003,0003,0003,000
X02NSelect Fill MaterialCY10,00010,00010,00010,00010,000
X02PRaise or Lower Utility CoversEA22222
Gates, Walls, and Fencing
X02Q8' Chain Link FenceLF1,0001,0001,0001,0001,000
X02R3 Fencing Wire outriggersLF1,0001,0001,0001,0001,000
X02S8' Pedestrian GateLF1010101010
X02T8' Rolling Vehicle GateLF1010101010
X02U8' Vehicle Swing GateLF1010101010
X02V8' Heavy-Duty Vehicle Swing GateLF1010101010
X02WCMU wall, 2' High, split-face blockLF200200200200200
X02XTortoise Fence, Erection and Removal per plan provided by EMLF1,0001,0001,0001,0001,000
X02YConstruction of Protective Berms 95% compacted cohesive soil, 8" lifts, graded to smooth finishCY6,0006,0006,0006,0006,000
X02ZK-RAILS, for use during construction, installation and removalLF8585858585
X030Reduced Height airfield barriers, for use during construction, installation and removalLF100100100100100
Lights and Signage
X031New Installation of Regulatory and Warning Signs, including single postEA2020202020
X032Directional Signs, sign-face manufacture and installation on existing posts. Type III or Higher micro prismatic reflective sign panels. ASTM D4956-13 and AASHTO M 268-13.SF200200200200200
X033Remove and Replace Standard Signs on existing posts. Type III or Higher micro prismatic reflective sign panels. ASTM D4956-13 and AASHTO M 268-13.EA200200200200200
X034Steel Breakaway Sign posts, 2" square, frangibly mounted up to 10' above grade. Anodized brown iaw the Edwards Base Design Standards. ASTM A653/A653M, ASTM A1011/A1011M, ASTM A123/A123M.EA2020202020
X035Treated Wooden 8"x8" Sign Posts, up to 20' above grade Painted brown iaw the Edwards Base Design Standards. ASTM D4444, AWPA U1, AWPA.EA4040404040
X036Lighting or Utility Pole, breakaway, up to 40' above grade (To Include Alumin. Pole, One Arm Bracket, Up To 6' Deep Conc Base, Wire, and Conduit)EA22222
X037Single LED LuminaireEA22222
X038Double LED LuminaireEA22222
Joint Repair & Rubber Removal
X039Silicone Joint RepairLF20,00020,00020,00020,00020,000
X03AJet Fuel Resistant Joint Repair (DLA SS-S-200)LF20,00020,00020,00020,00020,000
X03BCompression Joint SealLF100,000100,000100,000100,000100,000
X03CAirfield Rubber Removal - WATERSF800,000800,000800,000800,000800,000
Demolition and Disposal
X03DDemo Curb and GutterLF1,0001,0001,0001,0001,000
X03EDemo AsphaltCY80,00080,00080,00080,00080,000
X03FDemo ConcreteCY3535353535
Guardrails and Barriers
X03GGuardrailsLF1,0001,0001,0001,0001,000
X03HTL3 Energy Absorbing Barrier EndsEA22222
X03JTL2 Energy Absorbing Barrier EndsEA22222
X03KNon-Energy Absorbing Gating EndsEA44444
X03LEnergy Absorbing Barrels, Installed and FilledEA1010101010
X03MTemporary, Changeable Message Signage for Traffic ControlDAY5050505050
FOD Control
X03NManual FOD ControlHR1,0001,0001,0001,0001,000
X03PMechanical FOD ControlHR1,0001,0001,0001,0001,000
Non-Prepriced Items
X03QNon-Priced Item (To Be Negotiated Per Task Order)EA1.001.001.001.001.00

&"Arial,Regular"&8FA9301-16-R-0011 PAVING ID/IQ SOLICITATION

ESTIMATED WORKLOAD

&"Arial,Regular"&8FA9301-16-R-0011 PAVING ID/IQ SOLICITATION

ATTACHMENT 8 (L-2)

ESTIMATED WORKLOAD &"Arial,Regular"&8Page &P of &N

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