Identifiable_Offeror_Name _14R0010-0002_Exhibit_A-C.xls
XLS spreadsheet 153 KB Posted
- Attached to
- Airfield/Pavements IDIQ Contract Federal contract opportunity
- Solicitation number
- FA5205-14-R-0010
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Exhibit A thru C for RFP No. FA5205-14-R-0010-0002
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_0002_to_RFP_No._FA5205-14-R-0010.pdf | ||
| Amend_0001_to_RFP_No.FA5205-14-R-0010.pdf | ||
| Response_to_Question_RFP_No._FA5205-14-R-0010.pdf | ||
| Pre-proposal_Conf_Minutes_FA5205-14-R-0010.pdf | ||
| Atch_2_Dwgs.pdf | ||
| Atch_4_List_of_CFUSM.pdf | ||
| Atch_3_Submittal_Register.pdf | ||
| Atch_1_Specs.pdf | ||
| Identifiable_Offeror_Name _14R0010_Exhibit_A-C.xls | XLS spreadsheet | |
| RFP_No._FA5205-14-R-0010.pdf | ||
| Atch_5_Historical_Data.pdf |
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Exhibit A
| Exhibit A | ||||||||||
| AIRFIELD/PAVEMENTS IDIQ CONTRACT | ||||||||||
| MISAWA AB, JAPAN | ||||||||||
| REQUEST FOR PROPOSAL No. FA5205-14-R-0010 | ||||||||||
| CONTRACT No. | ||||||||||
| Offeror (Print Name, Title and Signature) Date | *Price Coefficient for Daytime Work | |||||||||
| Company Name and Address | ||||||||||
| Estimated | Unit of | Estimated | ||||||||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | |||||
| ELIN | ELINs for CLIN 0001 are listed hereunder | |||||||||
| SURVEY (Daytime only) | ||||||||||
| A | 001 | AA | Topographic Survey and Report, 2000 SM Area (Daytime) | 158 | LOT | ¥ | ¥ | 0 | N/A | |
| A | 001 | AB | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 48 | LOT | ¥ | ¥ | 0 | N/A | |
| A | 001 | AC | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 5 | LOT | ¥ | ¥ | 0 | N/A | |
| A | 001 | AD | Survey and Report, Concrete Curbs, Gutters, Sidewalks, and/or Crack Sealing (Daytime) | 18,820 | LM | ¥ | ¥ | 0 | N/A | |
| A | 001 | AE | Survey and Report, Pavement Markings (Daytime) | 53,515 | SM | ¥ | ¥ | 0 | N/A | |
| A | 001 | AF | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 19 | LOT | ¥ | ¥ | 0 | N/A | |
| TEST | ||||||||||
| A | 001 | AG | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots (Nighttime) | 6 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | AH | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 6 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | AJ | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 17 | EA | ¥ | ¥ | 0 | No. 3 | |
| TEMPORARY AND PROTECTION WORK (24 hours work) | ||||||||||
| A | 001 | AK | Temporary Installation of 25 mmThick Steel Plate | 50 | SM/MONTH | ¥ | ¥ | 0 | N/A | |
| A | 001 | AL | Heavy Equipments Transportation with 30 ton Trailer | 192 | DAY | ¥ | ¥ | 0 | N/A | |
| A | 001 | AM | Temporary 2 Lights with Generator | 275 | EA/MONTH | ¥ | ¥ | 0 | N/A | |
| A | 001 | AN | Temporary 1 Balloon Light with Generator | 125 | EA/MONTH | ¥ | ¥ | 0 | N/A | |
| AIRFIELD ASPHALT CONCRETE SURFACES | ||||||||||
| A | 001 | AP | 50 mm Thick AC Surfaces (Nighttime) | 54,300 | SM | ¥ | ¥ | 0 | No. 1 | |
| A | 001 | AQ | 50 mm Thick Modified AC Surfaces (Nighttime) | 998 | SM | ¥ | ¥ | 0 | No. 1 | |
| A | 001 | AR | 65 mm Thick AC Surfaces (Nighttime) | 11,281 | SM | ¥ | ¥ | 0 | No. 1 | |
| A | 001 | AS | Place AC Intermediate Course (Nighttime) | 10 | TON | ¥ | ¥ | 0 | No. 1 | |
| A | 001 | AT | Construct Base Course with Prime Coat (Nighttime) | 2,257 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | AU | Construct Subbase Course (Nighttime) | 11,778 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | AV | Construct Granular Material (Nighttime) | 28 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | AW | Install Static Ground for AC (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| ADDITIONAL MINOR PAVEMENT WORK | ||||||||||
| A | 001 | AX | Install Geotextile on Existing AC or Concrete Pavement for Runway, Taxiway and Apron (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | AY | Install Geotextile on Existing AC or Concrete Pavement for Service Road and Vehicle Parking (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | AZ | Seal Crack of Existing AC Pavement (Nighttime) | 7,119 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BA | Seal Crack of Existing PCC Pavement (Nighttime) | 67 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BB | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 2,505 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BC | Place Expansion Joint Filler and Sealant (Nighttime) | 177 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BD | Furnish & Apply Asphalt Prime Coat (Nighttime) | 19,415 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BE | Furnish & Apply Asphalt Tack Coat (Nighttime) | 21,612 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BF | Place Concrete (Nighttime) | 19 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BG | Install Concrete Formwork (Nighttime) | 413 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BH | Install Concrete Reinforcement Bars (Nighttime) | 200 | KG | ¥ | ¥ | 0 | No. 2 | |
| AIRFIELD PCC PAVEMENT SURFACE | ||||||||||
| A | 001 | BJ | Place Various Thick Plain PCC Pavement (Nighttime) | 2,117 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BK | Expansion Joint with Fuel Resistant Sealant (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BL | Doweled Construction Joint with Fuel Resistant Sealant (Nighttime) | 75 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BM | Reseal Joints and Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime) | 7,942 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BN | Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime) | 200 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BP | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 20 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BQ | Install Static Ground for PCC (Nighttime) | 10 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BR | Grooving of PCC Surface (Nighttime) | 4,198 | SM | ¥ | ¥ | 0 | No. 3 | |
| RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY | ||||||||||
| A | 001 | BS | 50 mm Thick Recycled AC Surfaces (Nighttime) | 583 | SM | ¥ | ¥ | 0 | No. 1 | |
| A | 001 | BT | Construct Recycled Subbase Course (Nighttime) | 100 | CM | ¥ | ¥ | 0 | No. 2 | |
| PAVEMENT MARKINGS/RUBBER REMOVAL | ||||||||||
| A | 001 | BU | Removal of Pavement Marking (Nighttime) | 1,279 | SM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | BV | Pavement Marking Stripes Reflective (Nighttime) | 22,268 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BW | Pavement Marking Stripes Non-Reflective (Nighttime) | 6,648 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BX | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 269 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BY | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | BZ | Removal of Rubber Deposits by Water Pressure (Nighttime) | 16,307 | SM | ¥ | ¥ | 0 | No. 3 | |
| SURFACE INLETS/DITCHES | ||||||||||
| A | 001 | CA | Install Gutter Inlet with Aluminized Steel Grating and Frame (Load Class T-25) (Nighttime) | 5 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CB | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 135 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CC | Install Free Gradient Concrete "U" Ditches and Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 47 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CD | Install 900 mm Drainage Pipe with Trenchless Excavation Using Microtunneling (Nighttime) | 60 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CE | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CF | New Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm Square x D1,000mm) (Nighttime) | 10 | EA | ¥ | ¥ | 0 | No. 2 | |
| STORM DRAIN LINES/MANHOLES | ||||||||||
| A | 001 | CG | Install 300 mm Diameter Concrete Drain Pipe (Nighttime) | 143 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CH | Install 300 mm Square Concrete Box Culvert (Nighttime) | 30 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CJ | Install 500 mm Square Concrete Box Culvert (Nighttime) | 22 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CK | Install 150 mm Diameter Sub Drain Pipe (Nighttime) | 25 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CL | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 7 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CM | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 9 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CN | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | 0 | No. 2 | |
| EROSION PROTECTION | ||||||||||
| A | 001 | CP | Install Geotextiles for Erosion Protection, 2.0x2.0m, 50mm Thick (Green-Techno-Frame-Method) (Nighttime) | 525 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CQ | Install Arborous Plant Seeding Used the Mulch Made, 50mm Thick (Nighttime) | 333 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CR | Install River Stone Wire Bag for Erosion Protection (Nighttime) | 20 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CS | Install Geotex-sheets for Erosion Protection (Nighttime) | 100 | SM | ¥ | ¥ | 0 | No. 2 | |
| EMBANKMENT/SODDING/HYDROSEEDING | ||||||||||
| A | 001 | CT | Construct Embankment (Nighttime) | 2,405 | CM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CU | Place Sod (Nighttime) | 5,158 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CV | Hydroseeding (Nighttime) | 84,615 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CW | Place Topsoil (Nighttime) | 8,182 | CM | ¥ | ¥ | 0 | No. 2 | |
| ELECTIRC WORK | ||||||||||
| A | 001 | CX | Install 30 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 115 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CY | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 1,407 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | CZ | Install 80 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 114 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DA | Install 150 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 30 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DB | Install New Cable CV 3.5mm2-3C (Nighttime) | 3,425 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DC | Install New Cable CV 5.5mm2-3C (Nighttime) | 2,143 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DD | Install New 6KV Cable CVT22SQ (Nighttime) | 58 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DE | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 3 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DF | Install Stand Type Runway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DG | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DH | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DJ | Install Flash Mount Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DK | Install Grounding Rod (Nighttime) | 17 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DL | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| MISCELLANEOUS WORK | ||||||||||
| A | 001 | DM | Install Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels (Light-gray or Black Color) with Anchor Studs for BAK-12 (Nighttime) | 20 | SM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DN | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 20 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DP | Install Aircraft Tie-down of Concrete Slab (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DQ | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 8 | EA | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DR | Install Bird Spike with Glue or Screw (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| A | 001 | DS | Replace Bird Spike with Glue or Screw (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| REMOVAL AND DISPOSAL WORK | ||||||||||
| A | 001 | DT | Saw Cutting Existing AC Pavement 0-100mm thick (Nighttime) | 3,718 | LM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DU | Saw Cutting Existing AC Pavement 101-200mm thick (Nighttime) | 2,808 | LM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DV | Saw Cutting Existing Concrete Pavement 0-100mm thick (Nighttime) | 378 | LM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DW | Saw Cutting Existing Concrete Pavement 101-200mm thick (Nighttime) | 33 | LM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DX | Saw Cutting Existing Concrete Pavement 201-300mm thick (Nighttime) | 60 | LM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DY | Saw Cutting Existing Concrete Pavement 301-400mm thick (Nighttime) | 599 | LM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | DZ | 100mm Diameter Core Drilling of Existing Concrete Pavement 0-400mm thick (Nighttime) | 24 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EA | 300mm Diameter Core Drilling of Existing Concrete Pavement 0-400mm thick (Nighttime) | 7 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EB | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 8,388 | SM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EC | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 4,653 | SM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | ED | 115 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 82 | SM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EE | Cold Planing and Disposal of PCC Pavement (Nighttime) | 112 | CM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EF | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 3,730 | MTON | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EG | Removal and Disposal of Subbase/Base Course (Nighttime) | 3,254 | CM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EH | Removal and Disposal of Telford (Nighttime) | 100 | CM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EJ | Unclassified Excavation and Disposal (Nighttime) | 3,623 | CM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EK | Removal and Disposal of Reinforced Concrete (Nighttime) | 2,327 | CM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EL | Removal and Disposal of Plain Concrete (Nighttime) | 23 | CM | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EM | Remove and Disposal of Steel and Plastic (Nighttime) | 2 | MTON | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EN | Remove and Disposal of Taxiway or Runway Lights with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EP | Remove and Disposal of Airfield Vehicle Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| A | 001 | EQ | Remove and Disposal of Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) | ¥ | 0 | ||||||||
| *NOTE: | ||||||||||
| Price for Survey work (ELIN A001AA thru AF) is on a daytime basis only and Temporary and Protection work (ELIN A001AK thru AN) is on a day or a month basis, with no application of coefficient. Prices for all other ELINs are on a nighttime basis, to which the following coefficient type A, B, or C as applicable will be applied when the work is required in daytime and price conversion is necessary. | ||||||||||
| Type A: Price Coefficient of 97.5% for conversion to Daytime U/P | ||||||||||
| Type B: Price Coefficient of 90.0% for conversion to Daytime U/P | ||||||||||
| Type C: Price Coefficient of 77.5% for conversion to Daytime U/P |
&L&10Exhibit A RFP No. FA5205-14-R-0010&C&10page &P of &N &R&10Revised 7 Nov 14 per Amendment No. FA5205-14-R-0010-0002
Exhibit B
| Exhibit B | ||||||||||
| AIRFIELD/PAVEMENTS IDIQ CONTRACT | ||||||||||
| MISAWA AB, JAPAN | ||||||||||
| REQUEST FOR PROPOSAL No. FA5205-14-R-0010 | ||||||||||
| CONTRACT No. | ||||||||||
| Offeror (Print Name, Title and Signature) Date | *Price Coefficient for Daytime Work | |||||||||
| Company Name and Address | ||||||||||
| Estimated | Unit of | Estimated | ||||||||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | |||||
| ELIN | ELINs for CLIN 1001 are listed hereunder | |||||||||
| SURVEY (Daytime only) | ||||||||||
| B | 001 | AA | Topographic Survey and Report, 2000 SM Area (Daytime) | 158 | LOT | ¥ | ¥ | 0 | N/A | |
| B | 001 | AB | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 48 | LOT | ¥ | ¥ | 0 | N/A | |
| B | 001 | AC | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 5 | LOT | ¥ | ¥ | 0 | N/A | |
| B | 001 | AD | Survey and Report, Concrete Curbs, Gutters, Sidewalks, and/or Crack Sealing (Daytime) | 18,820 | LM | ¥ | ¥ | 0 | N/A | |
| B | 001 | AE | Survey and Report, Pavement Markings (Daytime) | 53,515 | SM | ¥ | ¥ | 0 | N/A | |
| B | 001 | AF | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 19 | LOT | ¥ | ¥ | 0 | N/A | |
| TEST | ||||||||||
| B | 001 | AG | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots (Nighttime) | 6 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | AH | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 6 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | AJ | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 17 | EA | ¥ | ¥ | 0 | No. 3 | |
| TEMPORARY AND PROTECTION WORK (24 hours work) | ||||||||||
| B | 001 | AK | Temporary Installation of 25 mmThick Steel Plate | 50 | SM/MONTH | ¥ | ¥ | 0 | N/A | |
| B | 001 | AL | Heavy Equipments Transportation with 30 ton Trailer | 192 | DAY | ¥ | ¥ | 0 | N/A | |
| B | 001 | AM | Temporary 2 Lights with Generator | 275 | EA/MONTH | ¥ | ¥ | 0 | N/A | |
| B | 001 | AN | Temporary 1 Balloon Light with Generator | 125 | EA/MONTH | ¥ | ¥ | 0 | N/A | |
| AIRFIELD ASPHALT CONCRETE SURFACES | ||||||||||
| B | 001 | AP | 50 mm Thick AC Surfaces (Nighttime) | 54,300 | SM | ¥ | ¥ | 0 | No. 1 | |
| B | 001 | AQ | 50 mm Thick Modified AC Surfaces (Nighttime) | 998 | SM | ¥ | ¥ | 0 | No. 1 | |
| B | 001 | AR | 65 mm Thick AC Surfaces (Nighttime) | 11,281 | SM | ¥ | ¥ | 0 | No. 1 | |
| B | 001 | AS | Place AC Intermediate Course (Nighttime) | 10 | TON | ¥ | ¥ | 0 | No. 1 | |
| B | 001 | AT | Construct Base Course with Prime Coat (Nighttime) | 2,257 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | AU | Construct Subbase Course (Nighttime) | 11,778 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | AV | Construct Granular Material (Nighttime) | 28 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | AW | Install Static Ground for AC (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| ADDITIONAL MINOR PAVEMENT WORK | ||||||||||
| B | 001 | AX | Install Geotextile on Existing AC or Concrete Pavement for Runway, Taxiway and Apron (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | AY | Install Geotextile on Existing AC or Concrete Pavement for Service Road and Vehicle Parking (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | AZ | Seal Crack of Existing AC Pavement (Nighttime) | 7,119 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BA | Seal Crack of Existing PCC Pavement (Nighttime) | 67 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BB | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 2,505 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BC | Place Expansion Joint Filler and Sealant (Nighttime) | 177 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BD | Furnish & Apply Asphalt Prime Coat (Nighttime) | 19,415 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BE | Furnish & Apply Asphalt Tack Coat (Nighttime) | 21,612 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BF | Place Concrete (Nighttime) | 19 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BG | Install Concrete Formwork (Nighttime) | 413 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BH | Install Concrete Reinforcement Bars (Nighttime) | 200 | KG | ¥ | ¥ | 0 | No. 2 | |
| AIRFIELD PCC PAVEMENT SURFACE | ||||||||||
| B | 001 | BJ | Place Various Thick Plain PCC Pavement (Nighttime) | 2,117 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BK | Expansion Joint with Fuel Resistant Sealant (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BL | Doweled Construction Joint with Fuel Resistant Sealant (Nighttime) | 75 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BM | Reseal Joints and Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime) | 7,942 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BN | Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime) | 200 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BP | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 20 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BQ | Install Static Ground for PCC (Nighttime) | 10 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BR | Grooving of PCC Surface (Nighttime) | 4,198 | SM | ¥ | ¥ | 0 | No. 3 | |
| RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY | ||||||||||
| B | 001 | BS | 50 mm Thick Recycled AC Surfaces (Nighttime) | 583 | SM | ¥ | ¥ | 0 | No. 1 | |
| B | 001 | BT | Construct Recycled Subbase Course (Nighttime) | 100 | CM | ¥ | ¥ | 0 | No. 2 | |
| PAVEMENT MARKINGS/RUBBER REMOVAL | ||||||||||
| B | 001 | BU | Removal of Pavement Marking (Nighttime) | 1,279 | SM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | BV | Pavement Marking Stripes Reflective (Nighttime) | 22,268 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BW | Pavement Marking Stripes Non-Reflective (Nighttime) | 6,648 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BX | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 269 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BY | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | BZ | Removal of Rubber Deposits by Water Pressure (Nighttime) | 16,307 | SM | ¥ | ¥ | 0 | No. 3 | |
| SURFACE INLETS/DITCHES | ||||||||||
| B | 001 | CA | Install Gutter Inlet with Aluminized Steel Grating and Frame (Load Class T-25) (Nighttime) | 5 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CB | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 135 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CC | Install Free Gradient Concrete "U" Ditches and Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 47 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CD | Install 900 mm Drainage Pipe with Trenchless Excavation Using Microtunneling (Nighttime) | 60 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CE | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CF | New Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm Square x D1,000mm) (Nighttime) | 10 | EA | ¥ | ¥ | 0 | No. 2 | |
| STORM DRAIN LINES/MANHOLES | ||||||||||
| B | 001 | CG | Install 300 mm Diameter Concrete Drain Pipe (Nighttime) | 143 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CH | Install 300 mm Square Concrete Box Culvert (Nighttime) | 30 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CJ | Install 500 mm Square Concrete Box Culvert (Nighttime) | 22 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CK | Install 150 mm Diameter Sub Drain Pipe (Nighttime) | 25 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CL | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 7 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CM | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 9 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CN | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | 0 | No. 2 | |
| EROSION PROTECTION | ||||||||||
| B | 001 | CP | Install Geotextiles for Erosion Protection, 2.0x2.0m, 50mm Thick (Green-Techno-Frame-Method) (Nighttime) | 525 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CQ | Install Arborous Plant Seeding Used the Mulch Made, 50mm Thick (Nighttime) | 333 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CR | Install River Stone Wire Bag for Erosion Protection (Nighttime) | 20 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CS | Install Geotex-sheets for Erosion Protection (Nighttime) | 100 | SM | ¥ | ¥ | 0 | No. 2 | |
| EMBANKMENT/SODDING/HYDROSEEDING | ||||||||||
| B | 001 | CT | Construct Embankment (Nighttime) | 2,405 | CM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CU | Place Sod (Nighttime) | 5,158 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CV | Hydroseeding (Nighttime) | 84,615 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CW | Place Topsoil (Nighttime) | 8,182 | CM | ¥ | ¥ | 0 | No. 2 | |
| ELECTIRC WORK | ||||||||||
| B | 001 | CX | Install 30 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 115 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CY | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 1,407 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | CZ | Install 80 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 114 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DA | Install 150 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 30 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DB | Install New Cable CV 3.5mm2-3C (Nighttime) | 3,425 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DC | Install New Cable CV 5.5mm2-3C (Nighttime) | 2,143 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DD | Install New 6KV Cable CVT22SQ (Nighttime) | 58 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DE | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 3 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DF | Install Stand Type Runway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DG | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DH | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DJ | Install Flash Mount Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DK | Install Grounding Rod (Nighttime) | 17 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DL | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| MISCELLANEOUS WORK | ||||||||||
| B | 001 | DM | Install Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels (Light-gray or Black Color) with Anchor Studs for BAK-12 (Nighttime) | 20 | SM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DN | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 20 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DP | Install Aircraft Tie-down of Concrete Slab (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DQ | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 8 | EA | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DR | Install Bird Spike with Glue or Screw (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| B | 001 | DS | Replace Bird Spike with Glue or Screw (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| REMOVAL AND DISPOSAL WORK | ||||||||||
| B | 001 | DT | Saw Cutting Existing AC Pavement 0-100mm thick (Nighttime) | 3,718 | LM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DU | Saw Cutting Existing AC Pavement 101-200mm thick (Nighttime) | 2,808 | LM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DV | Saw Cutting Existing Concrete Pavement 0-100mm thick (Nighttime) | 378 | LM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DW | Saw Cutting Existing Concrete Pavement 101-200mm thick (Nighttime) | 33 | LM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DX | Saw Cutting Existing Concrete Pavement 201-300mm thick (Nighttime) | 60 | LM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DY | Saw Cutting Existing Concrete Pavement 301-400mm thick (Nighttime) | 599 | LM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | DZ | 100mm Diameter Core Drilling of Existing Concrete Pavement 0-400mm thick (Nighttime) | 24 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EA | 300mm Diameter Core Drilling of Existing Concrete Pavement 0-400mm thick (Nighttime) | 7 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EB | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 8,388 | SM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EC | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 4,653 | SM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | ED | 115 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 82 | SM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EE | Cold Planing and Disposal of PCC Pavement (Nighttime) | 112 | CM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EF | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 3,730 | MTON | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EG | Removal and Disposal of Subbase/Base Course (Nighttime) | 3,254 | CM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EH | Removal and Disposal of Telford (Nighttime) | 100 | CM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EJ | Unclassified Excavation and Disposal (Nighttime) | 3,623 | CM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EK | Removal and Disposal of Reinforced Concrete (Nighttime) | 2,327 | CM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EL | Removal and Disposal of Plain Concrete (Nighttime) | 23 | CM | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EM | Remove and Disposal of Steel and Plastic (Nighttime) | 2 | MTON | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EN | Remove and Disposal of Taxiway or Runway Lights with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EP | Remove and Disposal of Airfield Vehicle Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| B | 001 | EQ | Remove and Disposal of Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) | ¥ | 0 | ||||||||
| *NOTE: | ||||||||||
| Price for Survey work (ELIN A001AA thru AF) is on a daytime basis only and Temporary and Protection work (ELIN A001AK thru AN) is on a day or a month basis, with no application of coefficient. Prices for all other ELINs are on a nighttime basis, to which the following coefficient type A, B, or C as applicable will be applied when the work is required in daytime and price conversion is necessary. | ||||||||||
| Type A: Price Coefficient of 97.5% for conversion to Daytime U/P | ||||||||||
| Type B: Price Coefficient of 90.0% for conversion to Daytime U/P | ||||||||||
| Type C: Price Coefficient of 77.5% for conversion to Daytime U/P |
&L&10Exhibit B RFP No. FA5205-14-R-0010&C&10page &P of &N &R&10Revised 7 Nov 14 per Amendment No. FA5205-14-R-0010-0002
Exhibit C
| Exhibit C | ||||||||||
| AIRFIELD/PAVEMENTS IDIQ CONTRACT | ||||||||||
| MISAWA AB, JAPAN | ||||||||||
| REQUEST FOR PROPOSAL No. FA5205-14-R-0010 | ||||||||||
| CONTRACT No. | ||||||||||
| Offeror (Print Name, Title and Signature) Date | *Price Coefficient for Daytime Work | |||||||||
| Company Name and Address | ||||||||||
| Estimated | Unit of | Estimated | ||||||||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | |||||
| ELIN | ELINs for CLIN 2001 are listed hereunder | |||||||||
| SURVEY (Daytime only) | ||||||||||
| C | 001 | AA | Topographic Survey and Report, 2000 SM Area (Daytime) | 158 | LOT | ¥ | ¥ | 0 | N/A | |
| C | 001 | AB | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 48 | LOT | ¥ | ¥ | 0 | N/A | |
| C | 001 | AC | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 5 | LOT | ¥ | ¥ | 0 | N/A | |
| C | 001 | AD | Survey and Report, Concrete Curbs, Gutters, Sidewalks, and/or Crack Sealing (Daytime) | 18,820 | LM | ¥ | ¥ | 0 | N/A | |
| C | 001 | AE | Survey and Report, Pavement Markings (Daytime) | 53,515 | SM | ¥ | ¥ | 0 | N/A | |
| C | 001 | AF | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 19 | LOT | ¥ | ¥ | 0 | N/A | |
| TEST | ||||||||||
| C | 001 | AG | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots (Nighttime) | 6 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | AH | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 6 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | AJ | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 17 | EA | ¥ | ¥ | 0 | No. 3 | |
| TEMPORARY AND PROTECTION WORK (24 hours work) | ||||||||||
| C | 001 | AK | Temporary Installation of 25 mmThick Steel Plate | 50 | SM/MONTH | ¥ | ¥ | 0 | N/A | |
| C | 001 | AL | Heavy Equipments Transportation with 30 ton Trailer | 192 | DAY | ¥ | ¥ | 0 | N/A | |
| C | 001 | AM | Temporary 2 Lights with Generator | 275 | EA/MONTH | ¥ | ¥ | 0 | N/A | |
| C | 001 | AN | Temporary 1 Balloon Light with Generator | 125 | EA/MONTH | ¥ | ¥ | 0 | N/A | |
| AIRFIELD ASPHALT CONCRETE SURFACES | ||||||||||
| C | 001 | AP | 50 mm Thick AC Surfaces (Nighttime) | 54,300 | SM | ¥ | ¥ | 0 | No. 1 | |
| C | 001 | AQ | 50 mm Thick Modified AC Surfaces (Nighttime) | 998 | SM | ¥ | ¥ | 0 | No. 1 | |
| C | 001 | AR | 65 mm Thick AC Surfaces (Nighttime) | 11,281 | SM | ¥ | ¥ | 0 | No. 1 | |
| C | 001 | AS | Place AC Intermediate Course (Nighttime) | 10 | TON | ¥ | ¥ | 0 | No. 1 | |
| C | 001 | AT | Construct Base Course with Prime Coat (Nighttime) | 2,257 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | AU | Construct Subbase Course (Nighttime) | 11,778 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | AV | Construct Granular Material (Nighttime) | 28 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | AW | Install Static Ground for AC (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| ADDITIONAL MINOR PAVEMENT WORK | ||||||||||
| C | 001 | AX | Install Geotextile on Existing AC or Concrete Pavement for Runway, Taxiway and Apron (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | AY | Install Geotextile on Existing AC or Concrete Pavement for Service Road and Vehicle Parking (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | AZ | Seal Crack of Existing AC Pavement (Nighttime) | 7,119 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BA | Seal Crack of Existing PCC Pavement (Nighttime) | 67 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BB | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 2,505 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BC | Place Expansion Joint Filler and Sealant (Nighttime) | 177 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BD | Furnish & Apply Asphalt Prime Coat (Nighttime) | 19,415 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BE | Furnish & Apply Asphalt Tack Coat (Nighttime) | 21,612 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BF | Place Concrete (Nighttime) | 19 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BG | Install Concrete Formwork (Nighttime) | 413 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BH | Install Concrete Reinforcement Bars (Nighttime) | 200 | KG | ¥ | ¥ | 0 | No. 2 | |
| AIRFIELD PCC PAVEMENT SURFACE | ||||||||||
| C | 001 | BJ | Place Various Thick Plain PCC Pavement (Nighttime) | 2,117 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BK | Expansion Joint with Fuel Resistant Sealant (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BL | Doweled Construction Joint with Fuel Resistant Sealant (Nighttime) | 75 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BM | Reseal Joints and Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime) | 7,942 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BN | Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime) | 200 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BP | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 20 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BQ | Install Static Ground for PCC (Nighttime) | 10 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BR | Grooving of PCC Surface (Nighttime) | 4,198 | SM | ¥ | ¥ | 0 | No. 3 | |
| RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY | ||||||||||
| C | 001 | BS | 50 mm Thick Recycled AC Surfaces (Nighttime) | 583 | SM | ¥ | ¥ | 0 | No. 1 | |
| C | 001 | BT | Construct Recycled Subbase Course (Nighttime) | 100 | CM | ¥ | ¥ | 0 | No. 2 | |
| PAVEMENT MARKINGS/RUBBER REMOVAL | ||||||||||
| C | 001 | BU | Removal of Pavement Marking (Nighttime) | 1,279 | SM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | BV | Pavement Marking Stripes Reflective (Nighttime) | 22,268 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BW | Pavement Marking Stripes Non-Reflective (Nighttime) | 6,648 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BX | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 269 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BY | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 13 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | BZ | Removal of Rubber Deposits by Water Pressure (Nighttime) | 16,307 | SM | ¥ | ¥ | 0 | No. 3 | |
| SURFACE INLETS/DITCHES | ||||||||||
| C | 001 | CA | Install Gutter Inlet with Aluminized Steel Grating and Frame (Load Class T-25) (Nighttime) | 5 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CB | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 135 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CC | Install Free Gradient Concrete "U" Ditches and Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 47 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CD | Install 900 mm Drainage Pipe with Trenchless Excavation Using Microtunneling (Nighttime) | 60 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CE | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CF | New Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm Square x D1,000mm) (Nighttime) | 10 | EA | ¥ | ¥ | 0 | No. 2 | |
| STORM DRAIN LINES/MANHOLES | ||||||||||
| C | 001 | CG | Install 300 mm Diameter Concrete Drain Pipe (Nighttime) | 143 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CH | Install 300 mm Square Concrete Box Culvert (Nighttime) | 30 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CJ | Install 500 mm Square Concrete Box Culvert (Nighttime) | 22 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CK | Install 150 mm Diameter Sub Drain Pipe (Nighttime) | 25 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CL | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 7 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CM | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 9 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CN | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | 0 | No. 2 | |
| EROSION PROTECTION | ||||||||||
| C | 001 | CP | Install Geotextiles for Erosion Protection, 2.0x2.0m, 50mm Thick (Green-Techno-Frame-Method) (Nighttime) | 525 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CQ | Install Arborous Plant Seeding Used the Mulch Made, 50mm Thick (Nighttime) | 333 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CR | Install River Stone Wire Bag for Erosion Protection (Nighttime) | 20 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CS | Install Geotex-sheets for Erosion Protection (Nighttime) | 100 | SM | ¥ | ¥ | 0 | No. 2 | |
| EMBANKMENT/SODDING/HYDROSEEDING | ||||||||||
| C | 001 | CT | Construct Embankment (Nighttime) | 2,405 | CM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CU | Place Sod (Nighttime) | 5,158 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CV | Hydroseeding (Nighttime) | 84,615 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CW | Place Topsoil (Nighttime) | 8,182 | CM | ¥ | ¥ | 0 | No. 2 | |
| ELECTIRC WORK | ||||||||||
| C | 001 | CX | Install 30 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 115 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CY | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 1,407 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | CZ | Install 80 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 114 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DA | Install 150 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 30 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DB | Install New Cable CV 3.5mm2-3C (Nighttime) | 3,425 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DC | Install New Cable CV 5.5mm2-3C (Nighttime) | 2,143 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DD | Install New 6KV Cable CVT22SQ (Nighttime) | 58 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DE | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 3 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DF | Install Stand Type Runway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DG | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DH | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DJ | Install Flash Mount Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DK | Install Grounding Rod (Nighttime) | 17 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DL | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| MISCELLANEOUS WORK | ||||||||||
| C | 001 | DM | Install Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels (Light-gray or Black Color) with Anchor Studs for BAK-12 (Nighttime) | 20 | SM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DN | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 20 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DP | Install Aircraft Tie-down of Concrete Slab (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DQ | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 8 | EA | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DR | Install Bird Spike with Glue or Screw (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| C | 001 | DS | Replace Bird Spike with Glue or Screw (Nighttime) | 13 | LM | ¥ | ¥ | 0 | No. 2 | |
| REMOVAL AND DISPOSAL WORK | ||||||||||
| C | 001 | DT | Saw Cutting Existing AC Pavement 0-100mm thick (Nighttime) | 3,718 | LM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DU | Saw Cutting Existing AC Pavement 101-200mm thick (Nighttime) | 2,808 | LM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DV | Saw Cutting Existing Concrete Pavement 0-100mm thick (Nighttime) | 378 | LM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DW | Saw Cutting Existing Concrete Pavement 101-200mm thick (Nighttime) | 33 | LM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DX | Saw Cutting Existing Concrete Pavement 201-300mm thick (Nighttime) | 60 | LM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DY | Saw Cutting Existing Concrete Pavement 301-400mm thick (Nighttime) | 599 | LM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | DZ | 100mm Diameter Core Drilling of Existing Concrete Pavement 0-400mm thick (Nighttime) | 24 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EA | 300mm Diameter Core Drilling of Existing Concrete Pavement 0-400mm thick (Nighttime) | 7 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EB | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 8,388 | SM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EC | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 4,653 | SM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | ED | 115 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 82 | SM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EE | Cold Planing and Disposal of PCC Pavement (Nighttime) | 112 | CM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EF | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 3,730 | MTON | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EG | Removal and Disposal of Subbase/Base Course (Nighttime) | 3,254 | CM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EH | Removal and Disposal of Telford (Nighttime) | 100 | CM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EJ | Unclassified Excavation and Disposal (Nighttime) | 3,623 | CM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EK | Removal and Disposal of Reinforced Concrete (Nighttime) | 2,327 | CM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EL | Removal and Disposal of Plain Concrete (Nighttime) | 23 | CM | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EM | Remove and Disposal of Steel and Plastic (Nighttime) | 2 | MTON | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EN | Remove and Disposal of Taxiway or Runway Lights with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EP | Remove and Disposal of Airfield Vehicle Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| C | 001 | EQ | Remove and Disposal of Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 2 | EA | ¥ | ¥ | 0 | No. 3 | |
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) | ¥ | 0 | ||||||||
| *NOTE: | ||||||||||
| Price for Survey work (ELIN A001AA thru AF) is on a daytime basis only and Temporary and Protection work (ELIN A001AK thru AN) is on a day or a month basis, with no application of coefficient. Prices for all other ELINs are on a nighttime basis, to which the following coefficient type A, B, or C as applicable will be applied when the work is required in daytime and price conversion is necessary. | ||||||||||
| Type A: Price Coefficient of 97.5% for conversion to Daytime U/P | ||||||||||
| Type B: Price Coefficient of 90.0% for conversion to Daytime U/P | ||||||||||
| Type C: Price Coefficient of 77.5% for conversion to Daytime U/P |
&L&10Exhibit C RFP No. FA5205-14-R-0010&C&10page &P of &N &R&10Revised 7 Nov 14 per Amendment No. FA5205-14-R-0010-0002
Sheet1
File details come from the government source that posted it. Updated .