(Identifiable_Offeror_Name)_17R0006_Exhibit_A-E.xlsx
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(Identifiable Offeror Name)_17R0006_Exhibit A-E
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Exhibit A
| Exhibit A |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520517R0006 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
| Company Name and Address | ||||||
| *Price | ||||||
| Coefficient | ||||||
| No. for | ||||||
| Estimated | Unit of | Estimated | Daytime | |||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | Work |
| ELIN | ELINs for CLIN 0001 (Basic Year) are listed hereunder |
| SURVEY (Daytime only) |
| A | 001 | Topographic Survey and Report, 2000 SM Area (Daytime) | 3 | LOT | ¥ | ¥ | N/A |
| A | 002 | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 74 | LOT | ¥ | ¥ | N/A |
| A | 003 | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 12 | LOT | ¥ | ¥ | N/A |
| A | 004 | Survey and Report Crack Sealing (Daytime) | 22,063 | LM | ¥ | ¥ | N/A |
| A | 005 | Survey and Report, Pavement Markings (Daytime) | 40,022 | SM | ¥ | ¥ | N/A |
| A | 006 | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 10 | LOT | ¥ | ¥ | N/A |
TEST
| A | 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| A | 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 19 | EA | ¥ | ¥ | No. 3 |
TEMPORARY AND PROTECTION WORK (24 hours work)
| A | 009 | Temporary Installation of 25 mmThick Steel Plate | 90 | SM/MONTH | ¥ | ¥ | N/A |
| A | 010 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ¥ | ¥ | N/A |
| A | 011 | Temporary 2 Lights with Generator | 29 | EA/MONTH | ¥ | ¥ | N/A |
| A | 012 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | ¥ | ¥ | N/A |
AIRFIELD ASPHALT CONCRETE SURFACES
| A | 013 | 50 mm Thick AC Surfaces (Nighttime) | 79,749 | SM | ¥ | ¥ | No. 1 |
| A | 014 | 50 mm Thick Modified AC Surfaces (Nighttime) | 20,150 | SM | ¥ | ¥ | No. 1 |
| A | 015 | 65 mm Thick AC Surfaces (Nighttime) | 200 | SM | ¥ | ¥ | No. 1 |
| A | 016 | Place AC Intermediate Course (Nighttime) | 145 | TON | ¥ | ¥ | No. 1 |
| A | 017 | Construct Base Course (Nighttime) | 2,524 | CM | ¥ | ¥ | No. 2 |
| A | 018 | Construct Subbase Course (Nighttime) | 137 | CM | ¥ | ¥ | No. 2 |
| A | 019 | Construct Granular Material (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| A | 020 | Install Static Ground for AC (Nighttime) | 5 | EA | ¥ | ¥ | No. 2 |
ADDITIONAL MINOR PAVEMENT WORK
| A | 021 | Install Geotextile on Existing AC or Concrete Pavement (Nighttime) | 4,450 | SM | ¥ | ¥ | No. 2 |
| A | 022 | Seal Crack of Existing AC Pavement (Nighttime) | 548 | LM | ¥ | ¥ | No. 2 |
| A | 023 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| A | 024 | Seal Joint of PCC with Silicon Sealant (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| A | 025 | Furnish & Apply Asphalt Prime Coat (Nighttime) | 23,789 | SM | ¥ | ¥ | No. 2 |
| A | 026 | Furnish & Apply Modified Asphalt Tack Coat (Nighttime) | 61,875 | SM | ¥ | ¥ | No. 2 |
| A | 027 | Place Concrete (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| A | 028 | Install Concrete Formwork (Nighttime) | 10 | SM | ¥ | ¥ | No. 2 |
| A | 029 | Install Concrete Reinforcement Bars (Nighttime) | 125 | KG | ¥ | ¥ | No. 2 |
AIRFIELD PCC PAVEMENT SURFACE
| A | 030 | Place Various Thick Plain PCC Pavement (Nighttime) | 1,110 | CM | ¥ | ¥ | No. 2 |
| A | 031 | Expansion Joint with Silicon Sealant (Nighttime) | 105 | LM | ¥ | ¥ | No. 2 |
| A | 032 | Sprit-type Doweled Construction Joint with Silicon Sealant (Nighttime) | 191 | LM | ¥ | ¥ | No. 2 |
| A | 033 | Single-piece Doweled Construction Joint with Silicon Sealant (Nighttime) | 192 | LM | ¥ | ¥ | No. 2 |
| A | 034 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant (Nighttime) | 12,037 | LM | ¥ | ¥ | No. 2 |
| A | 035 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant (Nighttime) | 12,038 | LM | ¥ | ¥ | No. 2 |
| A | 036 | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 38 | SM | ¥ | ¥ | No. 2 |
| A | 037 | Install Static Ground for PCC (Nighttime) | 4 | EA | ¥ | ¥ | No. 2 |
RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY
| A | 038 | 50 mm Thick Recycled AC Surfaces (Nighttime) | 10 | SM | ¥ | ¥ | No. 1 |
| A | 039 | Construct Recycled Subbase Course (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
PAVEMENT MARKINGS/RUBBER REMOVAL
| A | 040 | Removal of Pavement Marking (Nighttime) | 487 | SM | ¥ | ¥ | No. 3 |
| A | 041 | Pavement Marking Stripes Retro-reflective Beads, Type I (Nighttime) | 17,745 | SM | ¥ | ¥ | No. 2 |
| A | 042 | Pavement Marking Stripes Retro-reflective Beads, Type III (Nighttime) | 2,000 | SM | ¥ | ¥ | No. 2 |
| A | 043 | Pavement Marking Stripes Non-Retro-reflective Beads (Nighttime) | 19,620 | SM | ¥ | ¥ | No. 2 |
| A | 044 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 318 | SM | ¥ | ¥ | No. 2 |
| A | 045 | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 135 | SM | ¥ | ¥ | No. 2 |
| A | 046 | Removal of Rubber Deposits by Water Pressure (Nighttime) | 19,785 | SM | ¥ | ¥ | No. 3 |
SURFACE INLETS/DITCHES
| A | 047 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| A | 048 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| A | 049 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 10 | LM | ¥ | ¥ | No. 2 |
STORM DRAIN LINES/MANHOLES
| A | 050 | Install 300 mm Diameter Ribbed VU Pipe (Nighttime) | 100 | LM | ¥ | ¥ | No. 2 |
| A | 051 | Install 600 mm Diameter Concrete Pipe (Nighttime) | 167 | LM | ¥ | ¥ | No. 2 |
| A | 052 | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 6 | EA | ¥ | ¥ | No. 2 |
| A | 053 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 10 | EA | ¥ | ¥ | No. 2 |
| A | 054 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
EROSION PROTECTION
A 055 Install Geotextile for Erosion Protection (Nighttime) 20 SM ¥ ¥ No. 2
EMBANKMENT/SODDING/HYDROSEEDING
| A | 056 | Construct Embankment with Excavated Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| A | 057 | Construct Embankment with New Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| A | 058 | Place Sod (Nighttime) | 2,720 | SM | ¥ | ¥ | No. 2 |
| A | 059 | Hydroseeding (Nighttime) | 71,175 | SM | ¥ | ¥ | No. 2 |
| A | 060 | Place Topsoil (Nighttime) | 7,124 | CM | ¥ | ¥ | No. 2 |
ELECTIRC WORK
| A | 061 | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 523 | LM | ¥ | ¥ | No. 2 |
| A | 062 | Install New Cable CV 3.5mm2-3C (Nighttime) | 300 | LM | ¥ | ¥ | No. 2 |
| A | 063 | Install New 6KV Cable CVT22SQ (Nighttime) | 131 | LM | ¥ | ¥ | No. 2 |
| A | 064 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 50 | EA | ¥ | ¥ | No. 3 |
| A | 065 | Install Grounding Rod (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
| A | 066 | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| A | 067 | Install Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
MISCELLANEOUS WORK
| A | 068 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 8 | EA | ¥ | ¥ | No. 2 |
| A | 069 | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 2 |
REMOVAL AND DISPOSAL WORK
| A | 070 | Saw Cutting Existing AC Pavement 0-100 mm thick (Nighttime) | 675 | LM | ¥ | ¥ | No. 3 |
| A | 071 | Saw Cutting Existing AC Pavement 101-200 mm thick (Nighttime) | 360 | LM | ¥ | ¥ | No. 3 |
| A | 072 | Saw Cutting Existing Concrete Pavement 201-300 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| A | 073 | Saw Cutting Existing Concrete Pavement 301-400 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| A | 074 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick (Nighttime) | 10 | EA | ¥ | ¥ | No. 3 |
| A | 075 | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| A | 076 | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| A | 077 | Cold Planing and Disposal of PCC Pavement (Nighttime) | 50 | CM | ¥ | ¥ | No. 3 |
| A | 078 | Partial Depth Concrete Removal and Disposal 100mm - 150mm Thick by Chipping or Cold Planing (Nighttime) | 100 | SM | ¥ | ¥ | No. 3 |
| A | 079 | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 5,396 | MTON | ¥ | ¥ | No. 3 |
| A | 080 | Removal and Disposal of Subbase/Base Course (Nighttime) | 1,608 | CM | ¥ | ¥ | No. 3 |
| A | 081 | Unclassified Excavation and Disposal (Nighttime) | 23,184 | CM | ¥ | ¥ | No. 3 |
| A | 082 | Removal and Disposal of Reinforced Concrete (Nighttime) | 631 | CM | ¥ | ¥ | No. 3 |
| A | 083 | Removal and Disposal of Plain Concrete (Nighttime) | 200 | CM | ¥ | ¥ | No. 3 |
| A | 084 | Remove and Disposal of Steel and Plastic (Nighttime) | 30 | MTON | ¥ | ¥ | No. 3 |
| A | 085 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile (Nighttime) | 200 | MTON | ¥ | ¥ | No. 3 |
| A | 086 | Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High (Nighttime) | 120 | EA | ¥ | ¥ | No. 3 |
| A | 087 | Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High (Nighttime) | 400 | EA | ¥ | ¥ | No. 3 |
TOTAL ESTIMATED AMOUNT OF ELINs (Yen) ¥
| *NOTE: |
| Price for Survey work (ELIN A001 thru A006) is on a daytime basis only and Temporary and Protection work (ELIN A009 thru A012) is one 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 No. 1, 2, or 3 as applicable will be applied when the work is required in daytime and price conversion is necessary. |
| No. 1: Price Coefficient of 97.5% for conversion to Daytime U/P |
| No. 2: Price Coefficient of 90.0% for conversion to Daytime U/P |
| No. 3: Price Coefficient of 77.5% for conversion to Daytime U/P |
&10Date: 24 Apr 2017
&10Exhibit A of RFP No. FA520517R0006 &10Page &P of &N
Exhibit B
| Exhibit B |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520517R0006 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
| Company Name and Address | ||||||
| *Price | ||||||
| Coefficient | ||||||
| No. for | ||||||
| Estimated | Unit of | Estimated | Daytime | |||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | Work |
ELIN ELINs for CLIN 1001 (Option Year One) are listed hereunder
SURVEY (Daytime only)
| B | 001 | Topographic Survey and Report, 2000 SM Area (Daytime) | 3 | LOT | ¥ | ¥ | N/A |
| B | 002 | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 74 | LOT | ¥ | ¥ | N/A |
| B | 003 | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 12 | LOT | ¥ | ¥ | N/A |
| B | 004 | Survey and Report Crack Sealing (Daytime) | 22,063 | LM | ¥ | ¥ | N/A |
| B | 005 | Survey and Report, Pavement Markings (Daytime) | 40,022 | SM | ¥ | ¥ | N/A |
| B | 006 | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 10 | LOT | ¥ | ¥ | N/A |
TEST
| B | 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| B | 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 19 | EA | ¥ | ¥ | No. 3 |
TEMPORARY AND PROTECTION WORK (24 hours work)
| B | 009 | Temporary Installation of 25 mmThick Steel Plate | 90 | SM/MONTH | ¥ | ¥ | N/A |
| B | 010 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ¥ | ¥ | N/A |
| B | 011 | Temporary 2 Lights with Generator | 29 | EA/MONTH | ¥ | ¥ | N/A |
| B | 012 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | ¥ | ¥ | N/A |
AIRFIELD ASPHALT CONCRETE SURFACES
| B | 013 | 50 mm Thick AC Surfaces (Nighttime) | 79,749 | SM | ¥ | ¥ | No. 1 |
| B | 014 | 50 mm Thick Modified AC Surfaces (Nighttime) | 20,150 | SM | ¥ | ¥ | No. 1 |
| B | 015 | 65 mm Thick AC Surfaces (Nighttime) | 200 | SM | ¥ | ¥ | No. 1 |
| B | 016 | Place AC Intermediate Course (Nighttime) | 145 | TON | ¥ | ¥ | No. 1 |
| B | 017 | Construct Base Course (Nighttime) | 2,524 | CM | ¥ | ¥ | No. 2 |
| B | 018 | Construct Subbase Course (Nighttime) | 137 | CM | ¥ | ¥ | No. 2 |
| B | 019 | Construct Granular Material (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| B | 020 | Install Static Ground for AC (Nighttime) | 5 | EA | ¥ | ¥ | No. 2 |
ADDITIONAL MINOR PAVEMENT WORK
| B | 021 | Install Geotextile on Existing AC or Concrete Pavement (Nighttime) | 4,450 | SM | ¥ | ¥ | No. 2 |
| B | 022 | Seal Crack of Existing AC Pavement (Nighttime) | 548 | LM | ¥ | ¥ | No. 2 |
| B | 023 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| B | 024 | Seal Joint of PCC with Silicon Sealant (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| B | 025 | Furnish & Apply Asphalt Prime Coat (Nighttime) | 23,789 | SM | ¥ | ¥ | No. 2 |
| B | 026 | Furnish & Apply Modified Asphalt Tack Coat (Nighttime) | 61,875 | SM | ¥ | ¥ | No. 2 |
| B | 027 | Place Concrete (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| B | 028 | Install Concrete Formwork (Nighttime) | 10 | SM | ¥ | ¥ | No. 2 |
| B | 029 | Install Concrete Reinforcement Bars (Nighttime) | 125 | KG | ¥ | ¥ | No. 2 |
AIRFIELD PCC PAVEMENT SURFACE
| B | 030 | Place Various Thick Plain PCC Pavement (Nighttime) | 1,110 | CM | ¥ | ¥ | No. 2 |
| B | 031 | Expansion Joint with Silicon Sealant (Nighttime) | 105 | LM | ¥ | ¥ | No. 2 |
| B | 032 | Sprit-type Doweled Construction Joint with Silicon Sealant (Nighttime) | 191 | LM | ¥ | ¥ | No. 2 |
| B | 033 | Single-piece Doweled Construction Joint with Silicon Sealant (Nighttime) | 192 | LM | ¥ | ¥ | No. 2 |
| B | 034 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant (Nighttime) | 12,037 | LM | ¥ | ¥ | No. 2 |
| B | 035 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant (Nighttime) | 12,038 | LM | ¥ | ¥ | No. 2 |
| B | 036 | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 38 | SM | ¥ | ¥ | No. 2 |
| B | 037 | Install Static Ground for PCC (Nighttime) | 4 | EA | ¥ | ¥ | No. 2 |
RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY
| B | 038 | 50 mm Thick Recycled AC Surfaces (Nighttime) | 10 | SM | ¥ | ¥ | No. 1 |
| B | 039 | Construct Recycled Subbase Course (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
PAVEMENT MARKINGS/RUBBER REMOVAL
| B | 040 | Removal of Pavement Marking (Nighttime) | 487 | SM | ¥ | ¥ | No. 3 |
| B | 041 | Pavement Marking Stripes Retro-reflective Beads, Type I (Nighttime) | 17,745 | SM | ¥ | ¥ | No. 2 |
| B | 042 | Pavement Marking Stripes Retro-reflective Beads, Type III (Nighttime) | 2,000 | SM | ¥ | ¥ | No. 2 |
| B | 043 | Pavement Marking Stripes Non-Retro-reflective Beads (Nighttime) | 19,620 | SM | ¥ | ¥ | No. 2 |
| B | 044 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 318 | SM | ¥ | ¥ | No. 2 |
| B | 045 | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 135 | SM | ¥ | ¥ | No. 2 |
| B | 046 | Removal of Rubber Deposits by Water Pressure (Nighttime) | 19,785 | SM | ¥ | ¥ | No. 3 |
SURFACE INLETS/DITCHES
| B | 047 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| B | 048 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| B | 049 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 10 | LM | ¥ | ¥ | No. 2 |
STORM DRAIN LINES/MANHOLES
| B | 050 | Install 300 mm Diameter Ribbed VU Pipe (Nighttime) | 100 | LM | ¥ | ¥ | No. 2 |
| B | 051 | Install 600 mm Diameter Concrete Pipe (Nighttime) | 167 | LM | ¥ | ¥ | No. 2 |
| B | 052 | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 6 | EA | ¥ | ¥ | No. 2 |
| B | 053 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 10 | EA | ¥ | ¥ | No. 2 |
| B | 054 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
EROSION PROTECTION
B 055 Install Geotextile for Erosion Protection (Nighttime) 20 SM ¥ ¥ No. 2
EMBANKMENT/SODDING/HYDROSEEDING
| B | 056 | Construct Embankment with Excavated Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| B | 057 | Construct Embankment with New Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| B | 058 | Place Sod (Nighttime) | 2,720 | SM | ¥ | ¥ | No. 2 |
| B | 059 | Hydroseeding (Nighttime) | 71,175 | SM | ¥ | ¥ | No. 2 |
| B | 060 | Place Topsoil (Nighttime) | 7,124 | CM | ¥ | ¥ | No. 2 |
ELECTIRC WORK
| B | 061 | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 523 | LM | ¥ | ¥ | No. 2 |
| B | 062 | Install New Cable CV 3.5mm2-3C (Nighttime) | 300 | LM | ¥ | ¥ | No. 2 |
| B | 063 | Install New 6KV Cable CVT22SQ (Nighttime) | 131 | LM | ¥ | ¥ | No. 2 |
| B | 064 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 50 | EA | ¥ | ¥ | No. 3 |
| B | 065 | Install Grounding Rod (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
| B | 066 | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| B | 067 | Install Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
MISCELLANEOUS WORK
| B | 068 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 8 | EA | ¥ | ¥ | No. 2 |
| B | 069 | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 2 |
REMOVAL AND DISPOSAL WORK
| B | 070 | Saw Cutting Existing AC Pavement 0-100 mm thick (Nighttime) | 675 | LM | ¥ | ¥ | No. 3 |
| B | 071 | Saw Cutting Existing AC Pavement 101-200 mm thick (Nighttime) | 360 | LM | ¥ | ¥ | No. 3 |
| B | 072 | Saw Cutting Existing Concrete Pavement 201-300 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| B | 073 | Saw Cutting Existing Concrete Pavement 301-400 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| B | 074 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick (Nighttime) | 10 | EA | ¥ | ¥ | No. 3 |
| B | 075 | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| B | 076 | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| B | 077 | Cold Planing and Disposal of PCC Pavement (Nighttime) | 50 | CM | ¥ | ¥ | No. 3 |
| B | 078 | Partial Depth Concrete Removal and Disposal 100mm - 150mm Thick by Chipping or Cold Planing (Nighttime) | 100 | SM | ¥ | ¥ | No. 3 |
| B | 079 | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 5,396 | MTON | ¥ | ¥ | No. 3 |
| B | 080 | Removal and Disposal of Subbase/Base Course (Nighttime) | 1,608 | CM | ¥ | ¥ | No. 3 |
| B | 081 | Unclassified Excavation and Disposal (Nighttime) | 23,184 | CM | ¥ | ¥ | No. 3 |
| B | 082 | Removal and Disposal of Reinforced Concrete (Nighttime) | 631 | CM | ¥ | ¥ | No. 3 |
| B | 083 | Removal and Disposal of Plain Concrete (Nighttime) | 200 | CM | ¥ | ¥ | No. 3 |
| B | 084 | Remove and Disposal of Steel and Plastic (Nighttime) | 30 | MTON | ¥ | ¥ | No. 3 |
| B | 085 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile (Nighttime) | 200 | MTON | ¥ | ¥ | No. 3 |
| B | 086 | Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High (Nighttime) | 120 | EA | ¥ | ¥ | No. 3 |
| B | 087 | Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High (Nighttime) | 400 | EA | ¥ | ¥ | No. 3 |
TOTAL ESTIMATED AMOUNT OF ELINs (Yen) ¥
| *NOTE: |
| Price for Survey work (ELIN B001 thru B006) is on a daytime basis only and Temporary and Protection work (ELIN B009 thru B012) is one 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 No. 1, 2, or 3 as applicable will be applied when the work is required in daytime and price conversion is necessary. |
| No. 1: Price Coefficient of 97.5% for conversion to Daytime U/P |
| No. 2: Price Coefficient of 90.0% for conversion to Daytime U/P |
| No. 3: Price Coefficient of 77.5% for conversion to Daytime U/P |
&10Exhibit B of RFP No. FA520517R0006 &10Page &P of &N
Exhibit C
| Exhibit C |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520517R0006 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
| Company Name and Address | ||||||
| *Price | ||||||
| Coefficient | ||||||
| No. for | ||||||
| Estimated | Unit of | Estimated | Daytime | |||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | Work |
ELIN ELINs for CLIN 2001 (Option Year Two) are listed hereunder
SURVEY (Daytime only)
| C | 001 | Topographic Survey and Report, 2000 SM Area (Daytime) | 3 | LOT | ¥ | ¥ | N/A |
| C | 002 | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 74 | LOT | ¥ | ¥ | N/A |
| C | 003 | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 12 | LOT | ¥ | ¥ | N/A |
| C | 004 | Survey and Report Crack Sealing (Daytime) | 22,063 | LM | ¥ | ¥ | N/A |
| C | 005 | Survey and Report, Pavement Markings (Daytime) | 40,022 | SM | ¥ | ¥ | N/A |
| C | 006 | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 10 | LOT | ¥ | ¥ | N/A |
TEST
| C | 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| C | 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 19 | EA | ¥ | ¥ | No. 3 |
TEMPORARY AND PROTECTION WORK (24 hours work)
| C | 009 | Temporary Installation of 25 mmThick Steel Plate | 90 | SM/MONTH | ¥ | ¥ | N/A |
| C | 010 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ¥ | ¥ | N/A |
| C | 011 | Temporary 2 Lights with Generator | 29 | EA/MONTH | ¥ | ¥ | N/A |
| C | 012 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | ¥ | ¥ | N/A |
AIRFIELD ASPHALT CONCRETE SURFACES
| C | 013 | 50 mm Thick AC Surfaces (Nighttime) | 79,749 | SM | ¥ | ¥ | No. 1 |
| C | 014 | 50 mm Thick Modified AC Surfaces (Nighttime) | 20,150 | SM | ¥ | ¥ | No. 1 |
| C | 015 | 65 mm Thick AC Surfaces (Nighttime) | 200 | SM | ¥ | ¥ | No. 1 |
| C | 016 | Place AC Intermediate Course (Nighttime) | 145 | TON | ¥ | ¥ | No. 1 |
| C | 017 | Construct Base Course (Nighttime) | 2,524 | CM | ¥ | ¥ | No. 2 |
| C | 018 | Construct Subbase Course (Nighttime) | 137 | CM | ¥ | ¥ | No. 2 |
| C | 019 | Construct Granular Material (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| C | 020 | Install Static Ground for AC (Nighttime) | 5 | EA | ¥ | ¥ | No. 2 |
ADDITIONAL MINOR PAVEMENT WORK
| C | 021 | Install Geotextile on Existing AC or Concrete Pavement (Nighttime) | 4,450 | SM | ¥ | ¥ | No. 2 |
| C | 022 | Seal Crack of Existing AC Pavement (Nighttime) | 548 | LM | ¥ | ¥ | No. 2 |
| C | 023 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| C | 024 | Seal Joint of PCC with Silicon Sealant (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| C | 025 | Furnish & Apply Asphalt Prime Coat (Nighttime) | 23,789 | SM | ¥ | ¥ | No. 2 |
| C | 026 | Furnish & Apply Modified Asphalt Tack Coat (Nighttime) | 61,875 | SM | ¥ | ¥ | No. 2 |
| C | 027 | Place Concrete (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| C | 028 | Install Concrete Formwork (Nighttime) | 10 | SM | ¥ | ¥ | No. 2 |
| C | 029 | Install Concrete Reinforcement Bars (Nighttime) | 125 | KG | ¥ | ¥ | No. 2 |
AIRFIELD PCC PAVEMENT SURFACE
| C | 030 | Place Various Thick Plain PCC Pavement (Nighttime) | 1,110 | CM | ¥ | ¥ | No. 2 |
| C | 031 | Expansion Joint with Silicon Sealant (Nighttime) | 105 | LM | ¥ | ¥ | No. 2 |
| C | 032 | Sprit-type Doweled Construction Joint with Silicon Sealant (Nighttime) | 191 | LM | ¥ | ¥ | No. 2 |
| C | 033 | Single-piece Doweled Construction Joint with Silicon Sealant (Nighttime) | 192 | LM | ¥ | ¥ | No. 2 |
| C | 034 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant (Nighttime) | 12,037 | LM | ¥ | ¥ | No. 2 |
| C | 035 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant (Nighttime) | 12,038 | LM | ¥ | ¥ | No. 2 |
| C | 036 | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 38 | SM | ¥ | ¥ | No. 2 |
| C | 037 | Install Static Ground for PCC (Nighttime) | 4 | EA | ¥ | ¥ | No. 2 |
RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY
| C | 038 | 50 mm Thick Recycled AC Surfaces (Nighttime) | 10 | SM | ¥ | ¥ | No. 1 |
| C | 039 | Construct Recycled Subbase Course (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
PAVEMENT MARKINGS/RUBBER REMOVAL
| C | 040 | Removal of Pavement Marking (Nighttime) | 487 | SM | ¥ | ¥ | No. 3 |
| C | 041 | Pavement Marking Stripes Retro-reflective Beads, Type I (Nighttime) | 17,745 | SM | ¥ | ¥ | No. 2 |
| C | 042 | Pavement Marking Stripes Retro-reflective Beads, Type III (Nighttime) | 2,000 | SM | ¥ | ¥ | No. 2 |
| C | 043 | Pavement Marking Stripes Non-Retro-reflective Beads (Nighttime) | 19,620 | SM | ¥ | ¥ | No. 2 |
| C | 044 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 318 | SM | ¥ | ¥ | No. 2 |
| C | 045 | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 135 | SM | ¥ | ¥ | No. 2 |
| C | 046 | Removal of Rubber Deposits by Water Pressure (Nighttime) | 19,785 | SM | ¥ | ¥ | No. 3 |
SURFACE INLETS/DITCHES
| C | 047 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| C | 048 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| C | 049 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 10 | LM | ¥ | ¥ | No. 2 |
STORM DRAIN LINES/MANHOLES
| C | 050 | Install 300 mm Diameter Ribbed VU Pipe (Nighttime) | 100 | LM | ¥ | ¥ | No. 2 |
| C | 051 | Install 600 mm Diameter Concrete Pipe (Nighttime) | 167 | LM | ¥ | ¥ | No. 2 |
| C | 052 | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 6 | EA | ¥ | ¥ | No. 2 |
| C | 053 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 10 | EA | ¥ | ¥ | No. 2 |
| C | 054 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
EROSION PROTECTION
C 055 Install Geotextile for Erosion Protection (Nighttime) 20 SM ¥ ¥ No. 2
EMBANKMENT/SODDING/HYDROSEEDING
| C | 056 | Construct Embankment with Excavated Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| C | 057 | Construct Embankment with New Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| C | 058 | Place Sod (Nighttime) | 2,720 | SM | ¥ | ¥ | No. 2 |
| C | 059 | Hydroseeding (Nighttime) | 71,175 | SM | ¥ | ¥ | No. 2 |
| C | 060 | Place Topsoil (Nighttime) | 7,124 | CM | ¥ | ¥ | No. 2 |
ELECTIRC WORK
| C | 061 | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 523 | LM | ¥ | ¥ | No. 2 |
| C | 062 | Install New Cable CV 3.5mm2-3C (Nighttime) | 300 | LM | ¥ | ¥ | No. 2 |
| C | 063 | Install New 6KV Cable CVT22SQ (Nighttime) | 131 | LM | ¥ | ¥ | No. 2 |
| C | 064 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 50 | EA | ¥ | ¥ | No. 3 |
| C | 065 | Install Grounding Rod (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
| C | 066 | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| C | 067 | Install Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
MISCELLANEOUS WORK
| C | 068 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 8 | EA | ¥ | ¥ | No. 2 |
| C | 069 | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 2 |
REMOVAL AND DISPOSAL WORK
| C | 070 | Saw Cutting Existing AC Pavement 0-100 mm thick (Nighttime) | 675 | LM | ¥ | ¥ | No. 3 |
| C | 071 | Saw Cutting Existing AC Pavement 101-200 mm thick (Nighttime) | 360 | LM | ¥ | ¥ | No. 3 |
| C | 072 | Saw Cutting Existing Concrete Pavement 201-300 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| C | 073 | Saw Cutting Existing Concrete Pavement 301-400 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| C | 074 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick (Nighttime) | 10 | EA | ¥ | ¥ | No. 3 |
| C | 075 | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| C | 076 | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| C | 077 | Cold Planing and Disposal of PCC Pavement (Nighttime) | 50 | CM | ¥ | ¥ | No. 3 |
| C | 078 | Partial Depth Concrete Removal and Disposal 100mm - 150mm Thick by Chipping or Cold Planing (Nighttime) | 100 | SM | ¥ | ¥ | No. 3 |
| C | 079 | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 5,396 | MTON | ¥ | ¥ | No. 3 |
| C | 080 | Removal and Disposal of Subbase/Base Course (Nighttime) | 1,608 | CM | ¥ | ¥ | No. 3 |
| C | 081 | Unclassified Excavation and Disposal (Nighttime) | 23,184 | CM | ¥ | ¥ | No. 3 |
| C | 082 | Removal and Disposal of Reinforced Concrete (Nighttime) | 631 | CM | ¥ | ¥ | No. 3 |
| C | 083 | Removal and Disposal of Plain Concrete (Nighttime) | 200 | CM | ¥ | ¥ | No. 3 |
| C | 084 | Remove and Disposal of Steel and Plastic (Nighttime) | 30 | MTON | ¥ | ¥ | No. 3 |
| C | 085 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile (Nighttime) | 200 | MTON | ¥ | ¥ | No. 3 |
| C | 086 | Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High (Nighttime) | 120 | EA | ¥ | ¥ | No. 3 |
| C | 087 | Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High (Nighttime) | 400 | EA | ¥ | ¥ | No. 3 |
TOTAL ESTIMATED AMOUNT OF ELINs (Yen) ¥
| *NOTE: |
| Price for Survey work (ELIN C001 thru C006) is on a daytime basis only and Temporary and Protection work (ELIN C009 thru C012) is one 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 No. 1, 2, or 3 as applicable will be applied when the work is required in daytime and price conversion is necessary. |
| No. 1: Price Coefficient of 97.5% for conversion to Daytime U/P |
| No. 2: Price Coefficient of 90.0% for conversion to Daytime U/P |
| No. 3: Price Coefficient of 77.5% for conversion to Daytime U/P |
&10Exhibit C of RFP No. FA520517R0006 &10Page &P of &N
Exhibit D
| Exhibit D |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520517R0006 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
| Company Name and Address | ||||||
| *Price | ||||||
| Coefficient | ||||||
| No. for | ||||||
| Estimated | Unit of | Estimated | Daytime | |||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | Work |
ELIN ELINs for CLIN 3001 (Option Year Three) are listed hereunder
SURVEY (Daytime only)
| D | 001 | Topographic Survey and Report, 2000 SM Area (Daytime) | 3 | LOT | ¥ | ¥ | N/A |
| D | 002 | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 74 | LOT | ¥ | ¥ | N/A |
| D | 003 | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 12 | LOT | ¥ | ¥ | N/A |
| D | 004 | Survey and Report Crack Sealing (Daytime) | 22,063 | LM | ¥ | ¥ | N/A |
| D | 005 | Survey and Report, Pavement Markings (Daytime) | 40,022 | SM | ¥ | ¥ | N/A |
| D | 006 | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 10 | LOT | ¥ | ¥ | N/A |
TEST
| D | 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| D | 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 19 | EA | ¥ | ¥ | No. 3 |
TEMPORARY AND PROTECTION WORK (24 hours work)
| D | 009 | Temporary Installation of 25 mmThick Steel Plate | 90 | SM/MONTH | ¥ | ¥ | N/A |
| D | 010 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ¥ | ¥ | N/A |
| D | 011 | Temporary 2 Lights with Generator | 29 | EA/MONTH | ¥ | ¥ | N/A |
| D | 012 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | ¥ | ¥ | N/A |
AIRFIELD ASPHALT CONCRETE SURFACES
| D | 013 | 50 mm Thick AC Surfaces (Nighttime) | 79,749 | SM | ¥ | ¥ | No. 1 |
| D | 014 | 50 mm Thick Modified AC Surfaces (Nighttime) | 20,150 | SM | ¥ | ¥ | No. 1 |
| D | 015 | 65 mm Thick AC Surfaces (Nighttime) | 200 | SM | ¥ | ¥ | No. 1 |
| D | 016 | Place AC Intermediate Course (Nighttime) | 145 | TON | ¥ | ¥ | No. 1 |
| D | 017 | Construct Base Course (Nighttime) | 2,524 | CM | ¥ | ¥ | No. 2 |
| D | 018 | Construct Subbase Course (Nighttime) | 137 | CM | ¥ | ¥ | No. 2 |
| D | 019 | Construct Granular Material (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| D | 020 | Install Static Ground for AC (Nighttime) | 5 | EA | ¥ | ¥ | No. 2 |
ADDITIONAL MINOR PAVEMENT WORK
| D | 021 | Install Geotextile on Existing AC or Concrete Pavement (Nighttime) | 4,450 | SM | ¥ | ¥ | No. 2 |
| D | 022 | Seal Crack of Existing AC Pavement (Nighttime) | 548 | LM | ¥ | ¥ | No. 2 |
| D | 023 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| D | 024 | Seal Joint of PCC with Silicon Sealant (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| D | 025 | Furnish & Apply Asphalt Prime Coat (Nighttime) | 23,789 | SM | ¥ | ¥ | No. 2 |
| D | 026 | Furnish & Apply Modified Asphalt Tack Coat (Nighttime) | 61,875 | SM | ¥ | ¥ | No. 2 |
| D | 027 | Place Concrete (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| D | 028 | Install Concrete Formwork (Nighttime) | 10 | SM | ¥ | ¥ | No. 2 |
| D | 029 | Install Concrete Reinforcement Bars (Nighttime) | 125 | KG | ¥ | ¥ | No. 2 |
AIRFIELD PCC PAVEMENT SURFACE
| D | 030 | Place Various Thick Plain PCC Pavement (Nighttime) | 1,110 | CM | ¥ | ¥ | No. 2 |
| D | 031 | Expansion Joint with Silicon Sealant (Nighttime) | 105 | LM | ¥ | ¥ | No. 2 |
| D | 032 | Sprit-type Doweled Construction Joint with Silicon Sealant (Nighttime) | 191 | LM | ¥ | ¥ | No. 2 |
| D | 033 | Single-piece Doweled Construction Joint with Silicon Sealant (Nighttime) | 192 | LM | ¥ | ¥ | No. 2 |
| D | 034 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant (Nighttime) | 12,037 | LM | ¥ | ¥ | No. 2 |
| D | 035 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant (Nighttime) | 12,038 | LM | ¥ | ¥ | No. 2 |
| D | 036 | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 38 | SM | ¥ | ¥ | No. 2 |
| D | 037 | Install Static Ground for PCC (Nighttime) | 4 | EA | ¥ | ¥ | No. 2 |
RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY
| D | 038 | 50 mm Thick Recycled AC Surfaces (Nighttime) | 10 | SM | ¥ | ¥ | No. 1 |
| D | 039 | Construct Recycled Subbase Course (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
PAVEMENT MARKINGS/RUBBER REMOVAL
| D | 040 | Removal of Pavement Marking (Nighttime) | 487 | SM | ¥ | ¥ | No. 3 |
| D | 041 | Pavement Marking Stripes Retro-reflective Beads, Type I (Nighttime) | 17,745 | SM | ¥ | ¥ | No. 2 |
| D | 042 | Pavement Marking Stripes Retro-reflective Beads, Type III (Nighttime) | 2,000 | SM | ¥ | ¥ | No. 2 |
| D | 043 | Pavement Marking Stripes Non-Retro-reflective Beads (Nighttime) | 19,620 | SM | ¥ | ¥ | No. 2 |
| D | 044 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 318 | SM | ¥ | ¥ | No. 2 |
| D | 045 | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 135 | SM | ¥ | ¥ | No. 2 |
| D | 046 | Removal of Rubber Deposits by Water Pressure (Nighttime) | 19,785 | SM | ¥ | ¥ | No. 3 |
SURFACE INLETS/DITCHES
| D | 047 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| D | 048 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| D | 049 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 10 | LM | ¥ | ¥ | No. 2 |
STORM DRAIN LINES/MANHOLES
| D | 050 | Install 300 mm Diameter Ribbed VU Pipe (Nighttime) | 100 | LM | ¥ | ¥ | No. 2 |
| D | 051 | Install 600 mm Diameter Concrete Pipe (Nighttime) | 167 | LM | ¥ | ¥ | No. 2 |
| D | 052 | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 6 | EA | ¥ | ¥ | No. 2 |
| D | 053 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 10 | EA | ¥ | ¥ | No. 2 |
| D | 054 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
EROSION PROTECTION
D 055 Install Geotextile for Erosion Protection (Nighttime) 20 SM ¥ ¥ No. 2
EMBANKMENT/SODDING/HYDROSEEDING
| D | 056 | Construct Embankment with Excavated Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| D | 057 | Construct Embankment with New Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| D | 058 | Place Sod (Nighttime) | 2,720 | SM | ¥ | ¥ | No. 2 |
| D | 059 | Hydroseeding (Nighttime) | 71,175 | SM | ¥ | ¥ | No. 2 |
| D | 060 | Place Topsoil (Nighttime) | 7,124 | CM | ¥ | ¥ | No. 2 |
ELECTIRC WORK
| D | 061 | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 523 | LM | ¥ | ¥ | No. 2 |
| D | 062 | Install New Cable CV 3.5mm2-3C (Nighttime) | 300 | LM | ¥ | ¥ | No. 2 |
| D | 063 | Install New 6KV Cable CVT22SQ (Nighttime) | 131 | LM | ¥ | ¥ | No. 2 |
| D | 064 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 50 | EA | ¥ | ¥ | No. 3 |
| D | 065 | Install Grounding Rod (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
| D | 066 | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| D | 067 | Install Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
MISCELLANEOUS WORK
| D | 068 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 8 | EA | ¥ | ¥ | No. 2 |
| D | 069 | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 2 |
REMOVAL AND DISPOSAL WORK
| D | 070 | Saw Cutting Existing AC Pavement 0-100 mm thick (Nighttime) | 675 | LM | ¥ | ¥ | No. 3 |
| D | 071 | Saw Cutting Existing AC Pavement 101-200 mm thick (Nighttime) | 360 | LM | ¥ | ¥ | No. 3 |
| D | 072 | Saw Cutting Existing Concrete Pavement 201-300 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| D | 073 | Saw Cutting Existing Concrete Pavement 301-400 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| D | 074 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick (Nighttime) | 10 | EA | ¥ | ¥ | No. 3 |
| D | 075 | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| D | 076 | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| D | 077 | Cold Planing and Disposal of PCC Pavement (Nighttime) | 50 | CM | ¥ | ¥ | No. 3 |
| D | 078 | Partial Depth Concrete Removal and Disposal 100mm - 150mm Thick by Chipping or Cold Planing (Nighttime) | 100 | SM | ¥ | ¥ | No. 3 |
| D | 079 | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 5,396 | MTON | ¥ | ¥ | No. 3 |
| D | 080 | Removal and Disposal of Subbase/Base Course (Nighttime) | 1,608 | CM | ¥ | ¥ | No. 3 |
| D | 081 | Unclassified Excavation and Disposal (Nighttime) | 23,184 | CM | ¥ | ¥ | No. 3 |
| D | 082 | Removal and Disposal of Reinforced Concrete (Nighttime) | 631 | CM | ¥ | ¥ | No. 3 |
| D | 083 | Removal and Disposal of Plain Concrete (Nighttime) | 200 | CM | ¥ | ¥ | No. 3 |
| D | 084 | Remove and Disposal of Steel and Plastic (Nighttime) | 30 | MTON | ¥ | ¥ | No. 3 |
| D | 085 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile (Nighttime) | 200 | MTON | ¥ | ¥ | No. 3 |
| D | 086 | Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High (Nighttime) | 120 | EA | ¥ | ¥ | No. 3 |
| D | 087 | Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High (Nighttime) | 400 | EA | ¥ | ¥ | No. 3 |
TOTAL ESTIMATED AMOUNT OF ELINs (Yen) ¥
| *NOTE: |
| Price for Survey work (ELIN D001 thru D006) is on a daytime basis only and Temporary and Protection work (ELIN D009 thru D012) is one 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 No. 1, 2, or 3 as applicable will be applied when the work is required in daytime and price conversion is necessary. |
| No. 1: Price Coefficient of 97.5% for conversion to Daytime U/P |
| No. 2: Price Coefficient of 90.0% for conversion to Daytime U/P |
| No. 3: Price Coefficient of 77.5% for conversion to Daytime U/P |
&10Exhibit D of RFP No. FA520517R0006 &10Page &P of &N
Exhibit E
| Exhibit E |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520517R0006 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
| Company Name and Address | ||||||
| *Price | ||||||
| Coefficient | ||||||
| No. for | ||||||
| Estimated | Unit of | Estimated | Daytime | |||
| Item No. | Description | Quantity | Issue | Unit Price | Amount | Work |
ELIN ELINs for CLIN 4001 (Option Year Four) are listed hereunder
SURVEY (Daytime only)
| E | 001 | Topographic Survey and Report, 2000 SM Area (Daytime) | 3 | LOT | ¥ | ¥ | N/A |
| E | 002 | Topographic Survey from Bench Marks and Report, 2000 SM Area (Daytime) | 74 | LOT | ¥ | ¥ | N/A |
| E | 003 | Topographic Survey with GPS and Report, 2000 SM Area (Daytime) | 12 | LOT | ¥ | ¥ | N/A |
| E | 004 | Survey and Report Crack Sealing (Daytime) | 22,063 | LM | ¥ | ¥ | N/A |
| E | 005 | Survey and Report, Pavement Markings (Daytime) | 40,022 | SM | ¥ | ¥ | N/A |
| E | 006 | Survey and Report for Rubber Markings, 2000 SM Area (Daytime) | 10 | LOT | ¥ | ¥ | N/A |
TEST
| E | 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| E | 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots (Nighttime) | 19 | EA | ¥ | ¥ | No. 3 |
TEMPORARY AND PROTECTION WORK (24 hours work)
| E | 009 | Temporary Installation of 25 mmThick Steel Plate | 90 | SM/MONTH | ¥ | ¥ | N/A |
| E | 010 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ¥ | ¥ | N/A |
| E | 011 | Temporary 2 Lights with Generator | 29 | EA/MONTH | ¥ | ¥ | N/A |
| E | 012 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | ¥ | ¥ | N/A |
AIRFIELD ASPHALT CONCRETE SURFACES
| E | 013 | 50 mm Thick AC Surfaces (Nighttime) | 79,749 | SM | ¥ | ¥ | No. 1 |
| E | 014 | 50 mm Thick Modified AC Surfaces (Nighttime) | 20,150 | SM | ¥ | ¥ | No. 1 |
| E | 015 | 65 mm Thick AC Surfaces (Nighttime) | 200 | SM | ¥ | ¥ | No. 1 |
| E | 016 | Place AC Intermediate Course (Nighttime) | 145 | TON | ¥ | ¥ | No. 1 |
| E | 017 | Construct Base Course (Nighttime) | 2,524 | CM | ¥ | ¥ | No. 2 |
| E | 018 | Construct Subbase Course (Nighttime) | 137 | CM | ¥ | ¥ | No. 2 |
| E | 019 | Construct Granular Material (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| E | 020 | Install Static Ground for AC (Nighttime) | 5 | EA | ¥ | ¥ | No. 2 |
ADDITIONAL MINOR PAVEMENT WORK
| E | 021 | Install Geotextile on Existing AC or Concrete Pavement (Nighttime) | 4,450 | SM | ¥ | ¥ | No. 2 |
| E | 022 | Seal Crack of Existing AC Pavement (Nighttime) | 548 | LM | ¥ | ¥ | No. 2 |
| E | 023 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| E | 024 | Seal Joint of PCC with Silicon Sealant (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| E | 025 | Furnish & Apply Asphalt Prime Coat (Nighttime) | 23,789 | SM | ¥ | ¥ | No. 2 |
| E | 026 | Furnish & Apply Modified Asphalt Tack Coat (Nighttime) | 61,875 | SM | ¥ | ¥ | No. 2 |
| E | 027 | Place Concrete (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
| E | 028 | Install Concrete Formwork (Nighttime) | 10 | SM | ¥ | ¥ | No. 2 |
| E | 029 | Install Concrete Reinforcement Bars (Nighttime) | 125 | KG | ¥ | ¥ | No. 2 |
AIRFIELD PCC PAVEMENT SURFACE
| E | 030 | Place Various Thick Plain PCC Pavement (Nighttime) | 1,110 | CM | ¥ | ¥ | No. 2 |
| E | 031 | Expansion Joint with Silicon Sealant (Nighttime) | 105 | LM | ¥ | ¥ | No. 2 |
| E | 032 | Sprit-type Doweled Construction Joint with Silicon Sealant (Nighttime) | 191 | LM | ¥ | ¥ | No. 2 |
| E | 033 | Single-piece Doweled Construction Joint with Silicon Sealant (Nighttime) | 192 | LM | ¥ | ¥ | No. 2 |
| E | 034 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant (Nighttime) | 12,037 | LM | ¥ | ¥ | No. 2 |
| E | 035 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant (Nighttime) | 12,038 | LM | ¥ | ¥ | No. 2 |
| E | 036 | Apply Epoxy Concrete Patch 75 mm Thick (Nighttime) | 38 | SM | ¥ | ¥ | No. 2 |
| E | 037 | Install Static Ground for PCC (Nighttime) | 4 | EA | ¥ | ¥ | No. 2 |
RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY
| E | 038 | 50 mm Thick Recycled AC Surfaces (Nighttime) | 10 | SM | ¥ | ¥ | No. 1 |
| E | 039 | Construct Recycled Subbase Course (Nighttime) | 10 | CM | ¥ | ¥ | No. 2 |
PAVEMENT MARKINGS/RUBBER REMOVAL
| E | 040 | Removal of Pavement Marking (Nighttime) | 487 | SM | ¥ | ¥ | No. 3 |
| E | 041 | Pavement Marking Stripes Retro-reflective Beads, Type I (Nighttime) | 17,745 | SM | ¥ | ¥ | No. 2 |
| E | 042 | Pavement Marking Stripes Retro-reflective Beads, Type III (Nighttime) | 2,000 | SM | ¥ | ¥ | No. 2 |
| E | 043 | Pavement Marking Stripes Non-Retro-reflective Beads (Nighttime) | 19,620 | SM | ¥ | ¥ | No. 2 |
| E | 044 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime) | 318 | SM | ¥ | ¥ | No. 2 |
| E | 045 | Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime) | 135 | SM | ¥ | ¥ | No. 2 |
| E | 046 | Removal of Rubber Deposits by Water Pressure (Nighttime) | 19,785 | SM | ¥ | ¥ | No. 3 |
SURFACE INLETS/DITCHES
| E | 047 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) (Nighttime) | 50 | LM | ¥ | ¥ | No. 2 |
| E | 048 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 20 | LM | ¥ | ¥ | No. 2 |
| E | 049 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1100mm, Load Class T-25) (Nighttime) | 10 | LM | ¥ | ¥ | No. 2 |
STORM DRAIN LINES/MANHOLES
| E | 050 | Install 300 mm Diameter Ribbed VU Pipe (Nighttime) | 100 | LM | ¥ | ¥ | No. 2 |
| E | 051 | Install 600 mm Diameter Concrete Pipe (Nighttime) | 167 | LM | ¥ | ¥ | No. 2 |
| E | 052 | Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime) | 6 | EA | ¥ | ¥ | No. 2 |
| E | 053 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime) | 10 | EA | ¥ | ¥ | No. 2 |
| E | 054 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
EROSION PROTECTION
E 055 Install Geotextile for Erosion Protection (Nighttime) 20 SM ¥ ¥ No. 2
EMBANKMENT/SODDING/HYDROSEEDING
| E | 056 | Construct Embankment with Excavated Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| E | 057 | Construct Embankment with New Soil (Nighttime) | 2,000 | CM | ¥ | ¥ | No. 2 |
| E | 058 | Place Sod (Nighttime) | 2,720 | SM | ¥ | ¥ | No. 2 |
| E | 059 | Hydroseeding (Nighttime) | 71,175 | SM | ¥ | ¥ | No. 2 |
| E | 060 | Place Topsoil (Nighttime) | 7,124 | CM | ¥ | ¥ | No. 2 |
ELECTIRC WORK
| E | 061 | Install 50 mm Diameter Polyethylene Flexible Conduit (Nighttime) | 523 | LM | ¥ | ¥ | No. 2 |
| E | 062 | Install New Cable CV 3.5mm2-3C (Nighttime) | 300 | LM | ¥ | ¥ | No. 2 |
| E | 063 | Install New 6KV Cable CVT22SQ (Nighttime) | 131 | LM | ¥ | ¥ | No. 2 |
| E | 064 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime) | 50 | EA | ¥ | ¥ | No. 3 |
| E | 065 | Install Grounding Rod (Nighttime) | 3 | EA | ¥ | ¥ | No. 2 |
| E | 066 | Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
| E | 067 | Install Airfield Eliminated Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 3 |
MISCELLANEOUS WORK
| E | 068 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime) | 8 | EA | ¥ | ¥ | No. 2 |
| E | 069 | Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime) | 1 | EA | ¥ | ¥ | No. 2 |
REMOVAL AND DISPOSAL WORK
| E | 070 | Saw Cutting Existing AC Pavement 0-100 mm thick (Nighttime) | 675 | LM | ¥ | ¥ | No. 3 |
| E | 071 | Saw Cutting Existing AC Pavement 101-200 mm thick (Nighttime) | 360 | LM | ¥ | ¥ | No. 3 |
| E | 072 | Saw Cutting Existing Concrete Pavement 201-300 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| E | 073 | Saw Cutting Existing Concrete Pavement 301-400 mm thick (Nighttime) | 10 | LM | ¥ | ¥ | No. 3 |
| E | 074 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick (Nighttime) | 10 | EA | ¥ | ¥ | No. 3 |
| E | 075 | 50 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| E | 076 | 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) | 11,525 | SM | ¥ | ¥ | No. 3 |
| E | 077 | Cold Planing and Disposal of PCC Pavement (Nighttime) | 50 | CM | ¥ | ¥ | No. 3 |
| E | 078 | Partial Depth Concrete Removal and Disposal 100mm - 150mm Thick by Chipping or Cold Planing (Nighttime) | 100 | SM | ¥ | ¥ | No. 3 |
| E | 079 | Removal and Disposal of Asphalt Concrete Pavement (Nighttime) | 5,396 | MTON | ¥ | ¥ | No. 3 |
| E | 080 | Removal and Disposal of Subbase/Base Course (Nighttime) | 1,608 | CM | ¥ | ¥ | No. 3 |
| E | 081 | Unclassified Excavation and Disposal (Nighttime) | 23,184 | CM | ¥ | ¥ | No. 3 |
| E | 082 | Removal and Disposal of Reinforced Concrete (Nighttime) | 631 | CM | ¥ | ¥ | No. 3 |
| E | 083 | Removal and Disposal of Plain Concrete (Nighttime) | 200 | CM | ¥ | ¥ | No. 3 |
| E | 084 | Remove and Disposal of Steel and Plastic (Nighttime) | 30 | MTON | ¥ | ¥ | No. 3 |
| E | 085 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile (Nighttime) | 200 | MTON | ¥ | ¥ | No. 3 |
| E | 086 | Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High (Nighttime) | 120 | EA | ¥ | ¥ | No. 3 |
| E | 087 | Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High (Nighttime) | 400 | EA | ¥ | ¥ | No. 3 |
TOTAL ESTIMATED AMOUNT OF ELINs (Yen) ¥
| *NOTE: |
| Price for Survey work (ELIN E001 thru E006) is on a daytime basis only and Temporary and Protection work (ELIN E009 thru E012) is one 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 No. 1, 2, or 3 as applicable will be applied when the work is required in daytime and price conversion is necessary. |
| No. 1: Price Coefficient of 97.5% for conversion to Daytime U/P |
| No. 2: Price Coefficient of 90.0% for conversion to Daytime U/P |
| No. 3: Price Coefficient of 77.5% for conversion to Daytime U/P |
&10Exhibit E of RFP No. FA520517R0006 &10Page &P of &N
File details come from the government source that posted it. Updated .