(Identifiable Offeror Name)_22R0005_Exhibit A-E.xlsx
XLSX spreadsheet 66 KB Posted
- Solicitation number
- FA520522R0005
About this file
This solicitation is for an Airfield/Pavements Indefinite-Delivery/Indefinite-Quantity contract at Misawa Air Base in Japan. The scope of work includes repair, maintenance, and construction of airfield pavement, roads, parking lots, and associated incidental work such as survey, runway rubber removal, pavement marking, airfield drainage, and utility and grounding. The period of performance is one year with four one-year options. A minimum of 300,000 Japanese yen is guaranteed, and the maximum contract value is 5.2 billion Japanese yen over the life of the contract. The contract will be awarded competitively using a subjective tradeoff technique to the offeror providing the best value based on technical acceptability, price, and past performance. Registration in the US System for Award Management is required due to the location of award and performance in Japan.
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Exhibit A
| Exhibit A |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No.FA520522R0005 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
Company Name and Address
| Category | ELIN | ||
| A | Description | Estimated | |
| Quantity | Unit of Issue | Unit Price | |
| ¥ | Estimated Amount |
| Survey | 001 | Topographic Survey and Report, 2,000 SM Area | 50 | LOT | ||
| 002 | Topographic Survey from Bench Marks and Report, 2,000 SM Area | 20 | LOT | |||
| 003 | Survey and Report Crack Sealing | 20,000 | LM | |||
| 004 | Survey and Report, Pavement Markings | 40,000 | SM | |||
| 005 | Survey and Report for Rubber Markings, 2,000 SM Area | 10 | LOT | |||
| Test | 006 | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots | 3 | EA | ||
| 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces | 3 | EA | |||
| 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots | 19 | EA | |||
| 009 | Flight Line Drivers Training and Foreign Object Damage (FOD) Training | 1,000 | DRIVER/DAY | |||
| Temporary | 010 | Temporary Installation of 22/25 mm Thick Steel Plate | 90 | SM/MONTH | ||
| and | ||||||
| Protection | 011 | Temporary Installation of Low Profile Barricades with Lights, 2,000 SM Area | 30 | LOT | ||
| Work | 012 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ||
| 013 | Temporary 2 Lights with Generator | 29 | EA/MONTH | |||
| 014 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | |||
| Airfield | ||||||
| Asphalt | 015 | 50 mm Thick AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction | 1,000 | SM | ||
| Concrete | ||||||
| Surfaces | 016 | 50 mm Thick AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 40,000 | SM | ||
| 017 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for less than 1,000 SM Construction | 1,000 | SM | |||
| 018 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 15,000 | SM | |||
| 019 | 50 mm Thick AC Intermediate Course, Gradation 1 for less than 1,000 SM Construction | 1,000 | SM | |||
| 020 | 50 mm Thick AC Intermediate Course, Gradation 1 for more than 1.000 SM Construction | 40,000 | SM | |||
| 021 | Leveling AC Intermediate Course, Gradation 3 for less than 1,000 SM Construction | 20 | TON | |||
| 022 | Leveling AC Intermediate Course, Gradation 3 for more than 1,000 SM Construction | 145 | TON | |||
| 023 | Construct Base Course, M-25 | 1,000 | CM | |||
| 024 | Construct Subbase Course, C-40 | 100 | CM | |||
| 025 | Construct Granular Material | 10 | CM | |||
| 026 | Install Static Ground for AC | 5 | EA | |||
| 027 | Grooving of AC Surface | 100 | SM | |||
| 028 | Base Stabilization for pavement, Mix 150mm Thick | 100 | SM | |||
| 029 | Base Stabilization for pavement, Mix 200mm Thick | 100 | SM | |||
| Additional | 030 | Install Geotextile on Existing AC or Concrete Pavement | 1,000 | SM | ||
| Minor | 031 | Seal Crack of Existing AC Pavement | 500 | LM | ||
| Pavement | 032 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant | 20 | LM | ||
| Work | 033 | Furnish & Apply Asphalt Prime Coat | 20,000 | SM | ||
| 034 | Furnish & Apply Modified Asphalt Tack Coat | 20,000 | SM | |||
| 035 | Place Concrete for Less Than 1,000 SM Construction | 10 | CM | |||
| 036 | Place Concrete for More Than 1,000 SM Construction | 10 | CM | |||
| 037 | Install Concrete Formwork | 10 | SM | |||
| 038 | Install Concrete Reinforcement Bars | 125 | KG | |||
| Airfield PCC | ||||||
| Pavement | 039 | Place Various Thick Plain PCC Pavement for Less Than 1,000 SM Construction | 100 | CM | ||
| Surface | ||||||
| 040 | Place Various Thick Plain PCC Pavement for more than 1,000 SM Construction | 900 | CM | |||
| 041 | Expansion Joint with Two-component Sealant | 100 | LM | |||
| 042 | Expansion Joint with Silicon Sealant | 100 | LM | |||
| 043 | Sprit-type Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 044 | Sprit-type Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 045 | Single-piece Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 046 | Single-piece Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 047 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant | 12,000 | LM | |||
| 048 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant | 100 | LM | |||
| 049 | Apply Seal-Coat with Primer for Heat Resistance | 20 | SM | |||
| 050 | Apply Epoxy Concrete Patch 75 mm Thick | 20 | SM | |||
| 051 | Install Static Ground for PCC | 4 | EA | |||
| 052 | Grooving of PCC Surface | 500 | SM | |||
| Recycled AC | ||||||
| Pavement for | 053 | 50 mm Thick Recycled AC Surfaces for Less Than 1,000 SM Construction | 10 | SM | ||
| Service | ||||||
| Roadway | 054 | 50 mm Thick Recycled AC Surfaces for more than 1,000 SM Construction | 10 | SM | ||
| Pavement | 055 | Removal and Disposal of Pavement Marking by Water Pressure | 200 | SM | ||
| Markings/ | 056 | Pavement Marking Stripes Retro-reflective Beads, Type I | 15,000 | SM | ||
| Rubber | 057 | Pavement Marking Stripes Retro-reflective Beads, Type III | 2,000 | SM | ||
| Removal | 058 | Pavement Marking Stripes Non-Retro-reflective Beads | 15,000 | SM | ||
| 059 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 | 300 | SM | |||
| 060 | Various Alphanumeric and Japanese Stencil Paving Marking | 135 | SM | |||
| 061 | Removal and Disposal of Rubber Deposits by Water Pressure | 15,000 | SM | |||
| Surface | 062 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) | 50 | LM | ||
| Inlets/Ditches | 063 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1,100mm, Load Class T-25) | 20 | LM | ||
| 064 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1,100mm, Load Class T-25) | 10 | LM | |||
| 065 | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm | 2 | EA | |||
| 066 | Install Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm x D1,000mm) | 20 | LM | |||
| Storm | 067 | Install 300 mm Diameter Ribbed VU Pipe | 100 | LM | ||
| Drain Lines/ | 068 | Install 600 mm Diameter Concrete Pipe | 100 | LM | ||
| Manholes | 069 | Install 800 mm Diameter Concrete Pipe | 10 | LM | ||
| 070 | Install 1000 mm Diameter Concrete Pipe | 10 | LM | |||
| 071 | Raise/Lower existing Manhole or Catch Basin Frame and Cover | 6 | EA | |||
| 072 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) | 10 | EA | |||
| 073 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) | 3 | EA | |||
| Erosion | 074 | Install Geotextile with Seed and Fertilizer for Erosion Protection | 20 | SM | ||
| Protection | 075 | Install Square River Stone Wire Bag for Erosion Protection (H=50cm x W=120cm) | 10 | LM | ||
| Earth Work/ | 076 | Pavement Excavation | 5,000 | CM | ||
| Sodding/ | 077 | Earth Work (Digging and Grading) | 2,000 | CM | ||
| Hydroseeding | 078 | Transportation of Excavated Soil to Stock Yard | 7,000 | CM | ||
| 079 | Construct Embankment with Excavated Soil | 1,000 | CM | |||
| 080 | Construct Embankment with New Soil | 1,000 | CM | |||
| 081 | Backfill Excavated Soil | 500 | CM | |||
| 082 | Backfill New Soil | 500 | CM | |||
| 083 | Place Sod (Noshiba) | 2,000 | SM | |||
| 084 | Hydroseeding | 20,000 | SM | |||
| 085 | Place Topsoil | 5,000 | CM | |||
| Electric | 086 | Install 50 mm Diameter Polyethylene Flexible Conduit | 200 | LM | ||
| Work | 087 | Install New Cable CV 3.5mm2-3C | 200 | LM | ||
| 088 | Install New 6KV Cable CVT22SQ | 50 | LM | |||
| 089 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation | 50 | EA | |||
| 090 | Install Grounding Rod | 3 | EA | |||
| 091 | Install Stand Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 092 | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 093 | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| Miscellaneous | ||||||
| Work | 094 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 | 8 | EA | ||
| 095 | Install Frangible Type Airfield Sign with Concrete Foundation | 1 | EA | |||
| Removal and | 096 | Saw Cutting Existing AC Pavement 0-100 mm thick | 500 | LM | ||
| Disposal | 097 | Saw Cutting Existing AC Pavement 101-200 mm thick | 500 | LM | ||
| Work | 098 | Saw Cutting Existing Concrete Pavement 201-300 mm thick | 10 | LM | ||
| 099 | Saw Cutting Existing Concrete Pavement 301-400 mm thick | 10 | LM | |||
| 100 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick | 10 | EA | |||
| 101 | 50 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 102 | 100 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 103 | Cold Milling of PCC Pavement | 50 | CM | |||
| 104 | Partial Depth Concrete Removal 100mm - 150mm Thick by Chipping or Cold Milling | 100 | SM | |||
| 105 | Removal of Asphalt Concrete Pavement | 5,000 | MTON | |||
| 106 | Removal of Reinforced Concrete By Machine | 500 | CM | |||
| 107 | Removal of Reinforced Concrete By Labor | 10 | CM | |||
| 108 | Removal of Plain Concrete by Machine | 200 | CM | |||
| 109 | Removal of Plain Concrete by Labor | 10 | CM | |||
| 110 | Removal of Steel | 10 | MTON | |||
| 111 | Removal of PVC Pipe | 30 | LM | |||
| 112 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile | 10 | MTON | |||
| 113 | Cut Flush and Removal Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High | 120 | EA | |||
| 114 | Cut Flush and Removal Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High | 200 | EA | |||
| 115 | Removal of Stabilized Gravel/Soil | 10 | CM | |||
| 116 | Hauling and Disposal of Extra Soil/Gravel to Off Base | 200 | MTON | |||
| 117 | Hauling and Disposal of Asphalt Concrete to Off Base | 200 | MTON | |||
| 118 | Hauling and Disposal of Cold Milling AC to Off Base | 200 | MTON | |||
| 119 | Hauling and Disposal of Plain Concrete to Off Base | 50 | MTON | |||
| 120 | Hauling and Disposal of Reinforced Concrete to Off Base | 50 | MTON | |||
| 121 | Hauling and Disposal of Precast Concrete Product to Off Base | 10 | MTON | |||
| 122 | Hauling and Disposal of Trees and Stump to Off Base | 100 | MTON | |||
| 123 | Hauling and Disposal of Steel to Off Base | 10 | MTON | |||
| 124 | Hauling and Disposal of Plastics to Off Base | 10 | MTON | |||
| Compensation | 125 | Labor for Operator | 30 | MAN/DAY | ||
| Labor | 126 | Labor for Civil Worker | 30 | MAN/DAY | ||
| 127 | Labor for Electrician | 30 | MAN/DAY | |||
| 128 | Labor for Driver | 30 | MAN/DAY | |||
| 129 | Labor for Jobsite Foreman | 30 | MAN/DAY | |||
| Material | 130 | AC Wearing Course, Gradation 2 | 20 | MTON | ||
| 131 | Modified AC Wearing Course, Gradation 2 | 20 | MTON | |||
| 132 | AC Intermediate Course, Gradation 1 | 20 | MTON | |||
| 133 | Compressive Concrete | 20 | CM | |||
| 134 | Flexural Concrete | 20 | CM | |||
| Equipment | 135 | Bulldozer | 10 | EA/DAY | ||
| 136 | Backhoe | 10 | EA/DAY | |||
| 137 | Shovel Loader | 10 | EA/DAY | |||
| 138 | Dump Truck | 10 | EA/DAY | |||
| 139 | Truck Crane | 10 | EA/DAY | |||
| 140 | Carrier Dump | 10 | EA/DAY | |||
| 141 | Forklift | 10 | EA/DAY | |||
| 142 | Breaker | 10 | EA/DAY | |||
| 143 | Motor Grader | 10 | EA/DAY | |||
| 144 | Tire Roller | 10 | EA/DAY | |||
| 145 | Asphalt Finisher | 10 | EA/DAY | |||
| 146 | Concrete Cutter | 10 | EA/DAY | |||
| 147 | Hand Cutter | 10 | EA/DAY | |||
| 148 | Compressor | 10 | EA/DAY | |||
| 149 | Generator | 10 | EA/DAY | |||
| 150 | Vibrator | 10 | EA/DAY | |||
| 151 | Floodlight | 10 | EA/DAY | |||
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) |
&10Exhibit A RFP No. &10page &P of &N
Exhibit B
| Exhibit B |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No.FA520522R0005 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
Company Name and Address
| Category | ELIN | ||
| B | Description | Estimated | |
| Quantity | Unit of Issue | Unit Price | |
| ¥ | Estimated Amount |
| Survey | 001 | Topographic Survey and Report, 2,000 SM Area | 50 | LOT | ||
| 002 | Topographic Survey from Bench Marks and Report, 2,000 SM Area | 20 | LOT | |||
| 003 | Survey and Report Crack Sealing | 20,000 | LM | |||
| 004 | Survey and Report, Pavement Markings | 40,000 | SM | |||
| 005 | Survey and Report for Rubber Markings, 2,000 SM Area | 10 | LOT | |||
| Test | 006 | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots | 3 | EA | ||
| 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces | 3 | EA | |||
| 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots | 19 | EA | |||
| 009 | Flight Line Drivers Training and Foreign Object Damage (FOD) Training | 1,000 | DRIVER/DAY | |||
| Temporary | 010 | Temporary Installation of 22/25 mm Thick Steel Plate | 90 | SM/MONTH | ||
| and | ||||||
| Protection | 011 | Temporary Installation of Low Profile Barricades with Lights, 2,000 SM Area | 30 | LOT | ||
| Work | 012 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ||
| 013 | Temporary 2 Lights with Generator | 29 | EA/MONTH | |||
| 014 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | |||
| Airfield | ||||||
| Asphalt | 015 | 50 mm Thick AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction | 1,000 | SM | ||
| Concrete | ||||||
| Surfaces | 016 | 50 mm Thick AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 40,000 | SM | ||
| 017 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for less than 1,000 SM Construction | 1,000 | SM | |||
| 018 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 15,000 | SM | |||
| 019 | 50 mm Thick AC Intermediate Course, Gradation 1 for less than 1,000 SM Construction | 1,000 | SM | |||
| 020 | 50 mm Thick AC Intermediate Course, Gradation 1 for more than 1.000 SM Construction | 40,000 | SM | |||
| 021 | Leveling AC Intermediate Course, Gradation 3 for less than 1,000 SM Construction | 20 | TON | |||
| 022 | Leveling AC Intermediate Course, Gradation 3 for more than 1,000 SM Construction | 145 | TON | |||
| 023 | Construct Base Course, M-25 | 1,000 | CM | |||
| 024 | Construct Subbase Course, C-40 | 100 | CM | |||
| 025 | Construct Granular Material | 10 | CM | |||
| 026 | Install Static Ground for AC | 5 | EA | |||
| 027 | Grooving of AC Surface | 100 | SM | |||
| 028 | Base Stabilization for pavement, Mix 150mm Thick | 100 | SM | |||
| 029 | Base Stabilization for pavement, Mix 200mm Thick | 100 | SM | |||
| Additional | 030 | Install Geotextile on Existing AC or Concrete Pavement | 1,000 | SM | ||
| Minor | 031 | Seal Crack of Existing AC Pavement | 500 | LM | ||
| Pavement | 032 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant | 20 | LM | ||
| Work | 033 | Furnish & Apply Asphalt Prime Coat | 20,000 | SM | ||
| 034 | Furnish & Apply Modified Asphalt Tack Coat | 20,000 | SM | |||
| 035 | Place Concrete for Less Than 1,000 SM Construction | 10 | CM | |||
| 036 | Place Concrete for More Than 1,000 SM Construction | 10 | CM | |||
| 037 | Install Concrete Formwork | 10 | SM | |||
| 038 | Install Concrete Reinforcement Bars | 125 | KG | |||
| Airfield PCC | ||||||
| Pavement | 039 | Place Various Thick Plain PCC Pavement for Less Than 1,000 SM Construction | 100 | CM | ||
| Surface | ||||||
| 040 | Place Various Thick Plain PCC Pavement for more than 1,000 SM Construction | 900 | CM | |||
| 041 | Expansion Joint with Two-component Sealant | 100 | LM | |||
| 042 | Expansion Joint with Silicon Sealant | 100 | LM | |||
| 043 | Sprit-type Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 044 | Sprit-type Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 045 | Single-piece Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 046 | Single-piece Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 047 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant | 12,000 | LM | |||
| 048 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant | 100 | LM | |||
| 049 | Apply Seal-Coat with Primer for Heat Resistance | 20 | SM | |||
| 050 | Apply Epoxy Concrete Patch 75 mm Thick | 20 | SM | |||
| 051 | Install Static Ground for PCC | 4 | EA | |||
| 052 | Grooving of PCC Surface | 500 | SM | |||
| Recycled AC | ||||||
| Pavement for | 053 | 50 mm Thick Recycled AC Surfaces for Less Than 1,000 SM Construction | 10 | SM | ||
| Service | ||||||
| Roadway | 054 | 50 mm Thick Recycled AC Surfaces for more than 1,000 SM Construction | 10 | SM | ||
| Pavement | 055 | Removal and Disposal of Pavement Marking by Water Pressure | 200 | SM | ||
| Markings/ | 056 | Pavement Marking Stripes Retro-reflective Beads, Type I | 15,000 | SM | ||
| Rubber | 057 | Pavement Marking Stripes Retro-reflective Beads, Type III | 2,000 | SM | ||
| Removal | 058 | Pavement Marking Stripes Non-Retro-reflective Beads | 15,000 | SM | ||
| 059 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 | 300 | SM | |||
| 060 | Various Alphanumeric and Japanese Stencil Paving Marking | 135 | SM | |||
| 061 | Removal and Disposal of Rubber Deposits by Water Pressure | 15,000 | SM | |||
| Surface | 062 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) | 50 | LM | ||
| Inlets/Ditches | 063 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1,100mm, Load Class T-25) | 20 | LM | ||
| 064 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1,100mm, Load Class T-25) | 10 | LM | |||
| 065 | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm | 2 | EA | |||
| 066 | Install Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm x D1,000mm) | 20 | LM | |||
| Storm | 067 | Install 300 mm Diameter Ribbed VU Pipe | 100 | LM | ||
| Drain Lines/ | 068 | Install 600 mm Diameter Concrete Pipe | 100 | LM | ||
| Manholes | 069 | Install 800 mm Diameter Concrete Pipe | 10 | LM | ||
| 070 | Install 1000 mm Diameter Concrete Pipe | 10 | LM | |||
| 071 | Raise/Lower existing Manhole or Catch Basin Frame and Cover | 6 | EA | |||
| 072 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) | 10 | EA | |||
| 073 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) | 3 | EA | |||
| Erosion | 074 | Install Geotextile with Seed and Fertilizer for Erosion Protection | 20 | SM | ||
| Protection | 075 | Install Square River Stone Wire Bag for Erosion Protection (H=50cm x W=120cm) | 10 | LM | ||
| Earth Work/ | 076 | Pavement Excavation | 5,000 | CM | ||
| Sodding/ | 077 | Earth Work (Digging and Grading) | 2,000 | CM | ||
| Hydroseeding | 078 | Transportation of Excavated Soil to Stock Yard | 7,000 | CM | ||
| 079 | Construct Embankment with Excavated Soil | 1,000 | CM | |||
| 080 | Construct Embankment with New Soil | 1,000 | CM | |||
| 081 | Backfill Excavated Soil | 500 | CM | |||
| 082 | Backfill New Soil | 500 | CM | |||
| 083 | Place Sod (Noshiba) | 2,000 | SM | |||
| 084 | Hydroseeding | 20,000 | SM | |||
| 085 | Place Topsoil | 5,000 | CM | |||
| Electric | 086 | Install 50 mm Diameter Polyethylene Flexible Conduit | 200 | LM | ||
| Work | 087 | Install New Cable CV 3.5mm2-3C | 200 | LM | ||
| 088 | Install New 6KV Cable CVT22SQ | 50 | LM | |||
| 089 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation | 50 | EA | |||
| 090 | Install Grounding Rod | 3 | EA | |||
| 091 | Install Stand Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 092 | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 093 | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| Miscellaneous | ||||||
| Work | 094 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 | 8 | EA | ||
| 095 | Install Frangible Type Airfield Sign with Concrete Foundation | 1 | EA | |||
| Removal and | 096 | Saw Cutting Existing AC Pavement 0-100 mm thick | 500 | LM | ||
| Disposal | 097 | Saw Cutting Existing AC Pavement 101-200 mm thick | 500 | LM | ||
| Work | 098 | Saw Cutting Existing Concrete Pavement 201-300 mm thick | 10 | LM | ||
| 099 | Saw Cutting Existing Concrete Pavement 301-400 mm thick | 10 | LM | |||
| 100 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick | 10 | EA | |||
| 101 | 50 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 102 | 100 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 103 | Cold Milling of PCC Pavement | 50 | CM | |||
| 104 | Partial Depth Concrete Removal 100mm - 150mm Thick by Chipping or Cold Milling | 100 | SM | |||
| 105 | Removal of Asphalt Concrete Pavement | 5,000 | MTON | |||
| 106 | Removal of Reinforced Concrete By Machine | 500 | CM | |||
| 107 | Removal of Reinforced Concrete By Labor | 10 | CM | |||
| 108 | Removal of Plain Concrete by Machine | 200 | CM | |||
| 109 | Removal of Plain Concrete by Labor | 10 | CM | |||
| 110 | Removal of Steel | 10 | MTON | |||
| 111 | Removal of PVC Pipe | 30 | LM | |||
| 112 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile | 10 | MTON | |||
| 113 | Cut Flush and Removal Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High | 120 | EA | |||
| 114 | Cut Flush and Removal Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High | 200 | EA | |||
| 115 | Removal of Stabilized Gravel/Soil | 10 | CM | |||
| 116 | Hauling and Disposal of Extra Soil/Gravel to Off Base | 200 | MTON | |||
| 117 | Hauling and Disposal of Asphalt Concrete to Off Base | 200 | MTON | |||
| 118 | Hauling and Disposal of Cold Milling AC to Off Base | 200 | MTON | |||
| 119 | Hauling and Disposal of Plain Concrete to Off Base | 50 | MTON | |||
| 120 | Hauling and Disposal of Reinforced Concrete to Off Base | 50 | MTON | |||
| 121 | Hauling and Disposal of Precast Concrete Product to Off Base | 10 | MTON | |||
| 122 | Hauling and Disposal of Trees and Stump to Off Base | 100 | MTON | |||
| 123 | Hauling and Disposal of Steel to Off Base | 10 | MTON | |||
| 124 | Hauling and Disposal of Plastics to Off Base | 10 | MTON | |||
| Compensation | 125 | Labor for Operator | 30 | MAN/DAY | ||
| Labor | 126 | Labor for Civil Worker | 30 | MAN/DAY | ||
| 127 | Labor for Electrician | 30 | MAN/DAY | |||
| 128 | Labor for Driver | 30 | MAN/DAY | |||
| 129 | Labor for Jobsite Foreman | 30 | MAN/DAY | |||
| Material | 130 | AC Wearing Course, Gradation 2 | 20 | MTON | ||
| 131 | Modified AC Wearing Course, Gradation 2 | 20 | MTON | |||
| 132 | AC Intermediate Course, Gradation 1 | 20 | MTON | |||
| 133 | Compressive Concrete | 20 | CM | |||
| 134 | Flexural Concrete | 20 | CM | |||
| Equipment | 135 | Bulldozer | 10 | EA/DAY | ||
| 136 | Backhoe | 10 | EA/DAY | |||
| 137 | Shovel Loader | 10 | EA/DAY | |||
| 138 | Dump Truck | 10 | EA/DAY | |||
| 139 | Truck Crane | 10 | EA/DAY | |||
| 140 | Carrier Dump | 10 | EA/DAY | |||
| 141 | Forklift | 10 | EA/DAY | |||
| 142 | Breaker | 10 | EA/DAY | |||
| 143 | Motor Grader | 10 | EA/DAY | |||
| 144 | Tire Roller | 10 | EA/DAY | |||
| 145 | Asphalt Finisher | 10 | EA/DAY | |||
| 146 | Concrete Cutter | 10 | EA/DAY | |||
| 147 | Hand Cutter | 10 | EA/DAY | |||
| 148 | Compressor | 10 | EA/DAY | |||
| 149 | Generator | 10 | EA/DAY | |||
| 150 | Vibrator | 10 | EA/DAY | |||
| 151 | Floodlight | 10 | EA/DAY | |||
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) |
&10Exhibit B RFP No. &10page &P of &N
Exhibit C
| Exhibit C |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No.FA520522R0005 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
Company Name and Address
| Category | ELIN | ||
| C | Description | Estimated | |
| Quantity | Unit of Issue | Unit Price | |
| ¥ | Estimated Amount |
| Survey | 001 | Topographic Survey and Report, 2,000 SM Area | 50 | LOT | ||
| 002 | Topographic Survey from Bench Marks and Report, 2,000 SM Area | 20 | LOT | |||
| 003 | Survey and Report Crack Sealing | 20,000 | LM | |||
| 004 | Survey and Report, Pavement Markings | 40,000 | SM | |||
| 005 | Survey and Report for Rubber Markings, 2,000 SM Area | 10 | LOT | |||
| Test | 006 | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots | 3 | EA | ||
| 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces | 3 | EA | |||
| 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots | 19 | EA | |||
| 009 | Flight Line Drivers Training and Foreign Object Damage (FOD) Training | 1,000 | DRIVER/DAY | |||
| Temporary | 010 | Temporary Installation of 22/25 mm Thick Steel Plate | 90 | SM/MONTH | ||
| and | ||||||
| Protection | 011 | Temporary Installation of Low Profile Barricades with Lights, 2,000 SM Area | 30 | LOT | ||
| Work | 012 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ||
| 013 | Temporary 2 Lights with Generator | 29 | EA/MONTH | |||
| 014 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | |||
| Airfield | ||||||
| Asphalt | 015 | 50 mm Thick AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction | 1,000 | SM | ||
| Concrete | ||||||
| Surfaces | 016 | 50 mm Thick AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 40,000 | SM | ||
| 017 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for less than 1,000 SM Construction | 1,000 | SM | |||
| 018 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 15,000 | SM | |||
| 019 | 50 mm Thick AC Intermediate Course, Gradation 1 for less than 1,000 SM Construction | 1,000 | SM | |||
| 020 | 50 mm Thick AC Intermediate Course, Gradation 1 for more than 1.000 SM Construction | 40,000 | SM | |||
| 021 | Leveling AC Intermediate Course, Gradation 3 for less than 1,000 SM Construction | 20 | TON | |||
| 022 | Leveling AC Intermediate Course, Gradation 3 for more than 1,000 SM Construction | 145 | TON | |||
| 023 | Construct Base Course, M-25 | 1,000 | CM | |||
| 024 | Construct Subbase Course, C-40 | 100 | CM | |||
| 025 | Construct Granular Material | 10 | CM | |||
| 026 | Install Static Ground for AC | 5 | EA | |||
| 027 | Grooving of AC Surface | 100 | SM | |||
| 028 | Base Stabilization for pavement, Mix 150mm Thick | 100 | SM | |||
| 029 | Base Stabilization for pavement, Mix 200mm Thick | 100 | SM | |||
| Additional | 030 | Install Geotextile on Existing AC or Concrete Pavement | 1,000 | SM | ||
| Minor | 031 | Seal Crack of Existing AC Pavement | 500 | LM | ||
| Pavement | 032 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant | 20 | LM | ||
| Work | 033 | Furnish & Apply Asphalt Prime Coat | 20,000 | SM | ||
| 034 | Furnish & Apply Modified Asphalt Tack Coat | 20,000 | SM | |||
| 035 | Place Concrete for Less Than 1,000 SM Construction | 10 | CM | |||
| 036 | Place Concrete for More Than 1,000 SM Construction | 10 | CM | |||
| 037 | Install Concrete Formwork | 10 | SM | |||
| 038 | Install Concrete Reinforcement Bars | 125 | KG | |||
| Airfield PCC | ||||||
| Pavement | 039 | Place Various Thick Plain PCC Pavement for Less Than 1,000 SM Construction | 100 | CM | ||
| Surface | ||||||
| 040 | Place Various Thick Plain PCC Pavement for more than 1,000 SM Construction | 900 | CM | |||
| 041 | Expansion Joint with Two-component Sealant | 100 | LM | |||
| 042 | Expansion Joint with Silicon Sealant | 100 | LM | |||
| 043 | Sprit-type Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 044 | Sprit-type Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 045 | Single-piece Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 046 | Single-piece Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 047 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant | 12,000 | LM | |||
| 048 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant | 100 | LM | |||
| 049 | Apply Seal-Coat with Primer for Heat Resistance | 20 | SM | |||
| 050 | Apply Epoxy Concrete Patch 75 mm Thick | 20 | SM | |||
| 051 | Install Static Ground for PCC | 4 | EA | |||
| 052 | Grooving of PCC Surface | 500 | SM | |||
| Recycled AC | ||||||
| Pavement for | 053 | 50 mm Thick Recycled AC Surfaces for Less Than 1,000 SM Construction | 10 | SM | ||
| Service | ||||||
| Roadway | 054 | 50 mm Thick Recycled AC Surfaces for more than 1,000 SM Construction | 10 | SM | ||
| Pavement | 055 | Removal and Disposal of Pavement Marking by Water Pressure | 200 | SM | ||
| Markings/ | 056 | Pavement Marking Stripes Retro-reflective Beads, Type I | 15,000 | SM | ||
| Rubber | 057 | Pavement Marking Stripes Retro-reflective Beads, Type III | 2,000 | SM | ||
| Removal | 058 | Pavement Marking Stripes Non-Retro-reflective Beads | 15,000 | SM | ||
| 059 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 | 300 | SM | |||
| 060 | Various Alphanumeric and Japanese Stencil Paving Marking | 135 | SM | |||
| 061 | Removal and Disposal of Rubber Deposits by Water Pressure | 15,000 | SM | |||
| Surface | 062 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) | 50 | LM | ||
| Inlets/Ditches | 063 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1,100mm, Load Class T-25) | 20 | LM | ||
| 064 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1,100mm, Load Class T-25) | 10 | LM | |||
| 065 | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm | 2 | EA | |||
| 066 | Install Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm x D1,000mm) | 20 | LM | |||
| Storm | 067 | Install 300 mm Diameter Ribbed VU Pipe | 100 | LM | ||
| Drain Lines/ | 068 | Install 600 mm Diameter Concrete Pipe | 100 | LM | ||
| Manholes | 069 | Install 800 mm Diameter Concrete Pipe | 10 | LM | ||
| 070 | Install 1000 mm Diameter Concrete Pipe | 10 | LM | |||
| 071 | Raise/Lower existing Manhole or Catch Basin Frame and Cover | 6 | EA | |||
| 072 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) | 10 | EA | |||
| 073 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) | 3 | EA | |||
| Erosion | 074 | Install Geotextile with Seed and Fertilizer for Erosion Protection | 20 | SM | ||
| Protection | 075 | Install Square River Stone Wire Bag for Erosion Protection (H=50cm x W=120cm) | 10 | LM | ||
| Earth Work/ | 076 | Pavement Excavation | 5,000 | CM | ||
| Sodding/ | 077 | Earth Work (Digging and Grading) | 2,000 | CM | ||
| Hydroseeding | 078 | Transportation of Excavated Soil to Stock Yard | 7,000 | CM | ||
| 079 | Construct Embankment with Excavated Soil | 1,000 | CM | |||
| 080 | Construct Embankment with New Soil | 1,000 | CM | |||
| 081 | Backfill Excavated Soil | 500 | CM | |||
| 082 | Backfill New Soil | 500 | CM | |||
| 083 | Place Sod (Noshiba) | 2,000 | SM | |||
| 084 | Hydroseeding | 20,000 | SM | |||
| 085 | Place Topsoil | 5,000 | CM | |||
| Electric | 086 | Install 50 mm Diameter Polyethylene Flexible Conduit | 200 | LM | ||
| Work | 087 | Install New Cable CV 3.5mm2-3C | 200 | LM | ||
| 088 | Install New 6KV Cable CVT22SQ | 50 | LM | |||
| 089 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation | 50 | EA | |||
| 090 | Install Grounding Rod | 3 | EA | |||
| 091 | Install Stand Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 092 | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 093 | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| Miscellaneous | ||||||
| Work | 094 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 | 8 | EA | ||
| 095 | Install Frangible Type Airfield Sign with Concrete Foundation | 1 | EA | |||
| Removal and | 096 | Saw Cutting Existing AC Pavement 0-100 mm thick | 500 | LM | ||
| Disposal | 097 | Saw Cutting Existing AC Pavement 101-200 mm thick | 500 | LM | ||
| Work | 098 | Saw Cutting Existing Concrete Pavement 201-300 mm thick | 10 | LM | ||
| 099 | Saw Cutting Existing Concrete Pavement 301-400 mm thick | 10 | LM | |||
| 100 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick | 10 | EA | |||
| 101 | 50 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 102 | 100 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 103 | Cold Milling of PCC Pavement | 50 | CM | |||
| 104 | Partial Depth Concrete Removal 100mm - 150mm Thick by Chipping or Cold Milling | 100 | SM | |||
| 105 | Removal of Asphalt Concrete Pavement | 5,000 | MTON | |||
| 106 | Removal of Reinforced Concrete By Machine | 500 | CM | |||
| 107 | Removal of Reinforced Concrete By Labor | 10 | CM | |||
| 108 | Removal of Plain Concrete by Machine | 200 | CM | |||
| 109 | Removal of Plain Concrete by Labor | 10 | CM | |||
| 110 | Removal of Steel | 10 | MTON | |||
| 111 | Removal of PVC Pipe | 30 | LM | |||
| 112 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile | 10 | MTON | |||
| 113 | Cut Flush and Removal Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High | 120 | EA | |||
| 114 | Cut Flush and Removal Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High | 200 | EA | |||
| 115 | Removal of Stabilized Gravel/Soil | 10 | CM | |||
| 116 | Hauling and Disposal of Extra Soil/Gravel to Off Base | 200 | MTON | |||
| 117 | Hauling and Disposal of Asphalt Concrete to Off Base | 200 | MTON | |||
| 118 | Hauling and Disposal of Cold Milling AC to Off Base | 200 | MTON | |||
| 119 | Hauling and Disposal of Plain Concrete to Off Base | 50 | MTON | |||
| 120 | Hauling and Disposal of Reinforced Concrete to Off Base | 50 | MTON | |||
| 121 | Hauling and Disposal of Precast Concrete Product to Off Base | 10 | MTON | |||
| 122 | Hauling and Disposal of Trees and Stump to Off Base | 100 | MTON | |||
| 123 | Hauling and Disposal of Steel to Off Base | 10 | MTON | |||
| 124 | Hauling and Disposal of Plastics to Off Base | 10 | MTON | |||
| Compensation | 125 | Labor for Operator | 30 | MAN/DAY | ||
| Labor | 126 | Labor for Civil Worker | 30 | MAN/DAY | ||
| 127 | Labor for Electrician | 30 | MAN/DAY | |||
| 128 | Labor for Driver | 30 | MAN/DAY | |||
| 129 | Labor for Jobsite Foreman | 30 | MAN/DAY | |||
| Material | 130 | AC Wearing Course, Gradation 2 | 20 | MTON | ||
| 131 | Modified AC Wearing Course, Gradation 2 | 20 | MTON | |||
| 132 | AC Intermediate Course, Gradation 1 | 20 | MTON | |||
| 133 | Compressive Concrete | 20 | CM | |||
| 134 | Flexural Concrete | 20 | CM | |||
| Equipment | 135 | Bulldozer | 10 | EA/DAY | ||
| 136 | Backhoe | 10 | EA/DAY | |||
| 137 | Shovel Loader | 10 | EA/DAY | |||
| 138 | Dump Truck | 10 | EA/DAY | |||
| 139 | Truck Crane | 10 | EA/DAY | |||
| 140 | Carrier Dump | 10 | EA/DAY | |||
| 141 | Forklift | 10 | EA/DAY | |||
| 142 | Breaker | 10 | EA/DAY | |||
| 143 | Motor Grader | 10 | EA/DAY | |||
| 144 | Tire Roller | 10 | EA/DAY | |||
| 145 | Asphalt Finisher | 10 | EA/DAY | |||
| 146 | Concrete Cutter | 10 | EA/DAY | |||
| 147 | Hand Cutter | 10 | EA/DAY | |||
| 148 | Compressor | 10 | EA/DAY | |||
| 149 | Generator | 10 | EA/DAY | |||
| 150 | Vibrator | 10 | EA/DAY | |||
| 151 | Floodlight | 10 | EA/DAY | |||
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) |
&10Exhibit C RFP No. &10page &P of &N
Exhibit D
| Exhibit D |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No.FA520522R0005 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
Company Name and Address
| Category | ELIN | ||
| D | Description | Estimated | |
| Quantity | Unit of Issue | Unit Price | |
| ¥ | Estimated Amount |
| Survey | 001 | Topographic Survey and Report, 2,000 SM Area | 50 | LOT | ||
| 002 | Topographic Survey from Bench Marks and Report, 2,000 SM Area | 20 | LOT | |||
| 003 | Survey and Report Crack Sealing | 20,000 | LM | |||
| 004 | Survey and Report, Pavement Markings | 40,000 | SM | |||
| 005 | Survey and Report for Rubber Markings, 2,000 SM Area | 10 | LOT | |||
| Test | 006 | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots | 3 | EA | ||
| 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces | 3 | EA | |||
| 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots | 19 | EA | |||
| 009 | Flight Line Drivers Training and Foreign Object Damage (FOD) Training | 1,000 | DRIVER/DAY | |||
| Temporary | 010 | Temporary Installation of 22/25 mm Thick Steel Plate | 90 | SM/MONTH | ||
| and | ||||||
| Protection | 011 | Temporary Installation of Low Profile Barricades with Lights, 2,000 SM Area | 30 | LOT | ||
| Work | 012 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ||
| 013 | Temporary 2 Lights with Generator | 29 | EA/MONTH | |||
| 014 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | |||
| Airfield | ||||||
| Asphalt | 015 | 50 mm Thick AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction | 1,000 | SM | ||
| Concrete | ||||||
| Surfaces | 016 | 50 mm Thick AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 40,000 | SM | ||
| 017 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for less than 1,000 SM Construction | 1,000 | SM | |||
| 018 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 15,000 | SM | |||
| 019 | 50 mm Thick AC Intermediate Course, Gradation 1 for less than 1,000 SM Construction | 1,000 | SM | |||
| 020 | 50 mm Thick AC Intermediate Course, Gradation 1 for more than 1.000 SM Construction | 40,000 | SM | |||
| 021 | Leveling AC Intermediate Course, Gradation 3 for less than 1,000 SM Construction | 20 | TON | |||
| 022 | Leveling AC Intermediate Course, Gradation 3 for more than 1,000 SM Construction | 145 | TON | |||
| 023 | Construct Base Course, M-25 | 1,000 | CM | |||
| 024 | Construct Subbase Course, C-40 | 100 | CM | |||
| 025 | Construct Granular Material | 10 | CM | |||
| 026 | Install Static Ground for AC | 5 | EA | |||
| 027 | Grooving of AC Surface | 100 | SM | |||
| 028 | Base Stabilization for pavement, Mix 150mm Thick | 100 | SM | |||
| 029 | Base Stabilization for pavement, Mix 200mm Thick | 100 | SM | |||
| Additional | 030 | Install Geotextile on Existing AC or Concrete Pavement | 1,000 | SM | ||
| Minor | 031 | Seal Crack of Existing AC Pavement | 500 | LM | ||
| Pavement | 032 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant | 20 | LM | ||
| Work | 033 | Furnish & Apply Asphalt Prime Coat | 20,000 | SM | ||
| 034 | Furnish & Apply Modified Asphalt Tack Coat | 20,000 | SM | |||
| 035 | Place Concrete for Less Than 1,000 SM Construction | 10 | CM | |||
| 036 | Place Concrete for More Than 1,000 SM Construction | 10 | CM | |||
| 037 | Install Concrete Formwork | 10 | SM | |||
| 038 | Install Concrete Reinforcement Bars | 125 | KG | |||
| Airfield PCC | ||||||
| Pavement | 039 | Place Various Thick Plain PCC Pavement for Less Than 1,000 SM Construction | 100 | CM | ||
| Surface | ||||||
| 040 | Place Various Thick Plain PCC Pavement for more than 1,000 SM Construction | 900 | CM | |||
| 041 | Expansion Joint with Two-component Sealant | 100 | LM | |||
| 042 | Expansion Joint with Silicon Sealant | 100 | LM | |||
| 043 | Sprit-type Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 044 | Sprit-type Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 045 | Single-piece Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 046 | Single-piece Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 047 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant | 12,000 | LM | |||
| 048 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant | 100 | LM | |||
| 049 | Apply Seal-Coat with Primer for Heat Resistance | 20 | SM | |||
| 050 | Apply Epoxy Concrete Patch 75 mm Thick | 20 | SM | |||
| 051 | Install Static Ground for PCC | 4 | EA | |||
| 052 | Grooving of PCC Surface | 500 | SM | |||
| Recycled AC | ||||||
| Pavement for | 053 | 50 mm Thick Recycled AC Surfaces for Less Than 1,000 SM Construction | 10 | SM | ||
| Service | ||||||
| Roadway | 054 | 50 mm Thick Recycled AC Surfaces for more than 1,000 SM Construction | 10 | SM | ||
| Pavement | 055 | Removal and Disposal of Pavement Marking by Water Pressure | 200 | SM | ||
| Markings/ | 056 | Pavement Marking Stripes Retro-reflective Beads, Type I | 15,000 | SM | ||
| Rubber | 057 | Pavement Marking Stripes Retro-reflective Beads, Type III | 2,000 | SM | ||
| Removal | 058 | Pavement Marking Stripes Non-Retro-reflective Beads | 15,000 | SM | ||
| 059 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 | 300 | SM | |||
| 060 | Various Alphanumeric and Japanese Stencil Paving Marking | 135 | SM | |||
| 061 | Removal and Disposal of Rubber Deposits by Water Pressure | 15,000 | SM | |||
| Surface | 062 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) | 50 | LM | ||
| Inlets/Ditches | 063 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1,100mm, Load Class T-25) | 20 | LM | ||
| 064 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1,100mm, Load Class T-25) | 10 | LM | |||
| 065 | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm | 2 | EA | |||
| 066 | Install Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm x D1,000mm) | 20 | LM | |||
| Storm | 067 | Install 300 mm Diameter Ribbed VU Pipe | 100 | LM | ||
| Drain Lines/ | 068 | Install 600 mm Diameter Concrete Pipe | 100 | LM | ||
| Manholes | 069 | Install 800 mm Diameter Concrete Pipe | 10 | LM | ||
| 070 | Install 1000 mm Diameter Concrete Pipe | 10 | LM | |||
| 071 | Raise/Lower existing Manhole or Catch Basin Frame and Cover | 6 | EA | |||
| 072 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) | 10 | EA | |||
| 073 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) | 3 | EA | |||
| Erosion | 074 | Install Geotextile with Seed and Fertilizer for Erosion Protection | 20 | SM | ||
| Protection | 075 | Install Square River Stone Wire Bag for Erosion Protection (H=50cm x W=120cm) | 10 | LM | ||
| Earth Work/ | 076 | Pavement Excavation | 5,000 | CM | ||
| Sodding/ | 077 | Earth Work (Digging and Grading) | 2,000 | CM | ||
| Hydroseeding | 078 | Transportation of Excavated Soil to Stock Yard | 7,000 | CM | ||
| 079 | Construct Embankment with Excavated Soil | 1,000 | CM | |||
| 080 | Construct Embankment with New Soil | 1,000 | CM | |||
| 081 | Backfill Excavated Soil | 500 | CM | |||
| 082 | Backfill New Soil | 500 | CM | |||
| 083 | Place Sod (Noshiba) | 2,000 | SM | |||
| 084 | Hydroseeding | 20,000 | SM | |||
| 085 | Place Topsoil | 5,000 | CM | |||
| Electric | 086 | Install 50 mm Diameter Polyethylene Flexible Conduit | 200 | LM | ||
| Work | 087 | Install New Cable CV 3.5mm2-3C | 200 | LM | ||
| 088 | Install New 6KV Cable CVT22SQ | 50 | LM | |||
| 089 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation | 50 | EA | |||
| 090 | Install Grounding Rod | 3 | EA | |||
| 091 | Install Stand Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 092 | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 093 | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| Miscellaneous | ||||||
| Work | 094 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 | 8 | EA | ||
| 095 | Install Frangible Type Airfield Sign with Concrete Foundation | 1 | EA | |||
| Removal and | 096 | Saw Cutting Existing AC Pavement 0-100 mm thick | 500 | LM | ||
| Disposal | 097 | Saw Cutting Existing AC Pavement 101-200 mm thick | 500 | LM | ||
| Work | 098 | Saw Cutting Existing Concrete Pavement 201-300 mm thick | 10 | LM | ||
| 099 | Saw Cutting Existing Concrete Pavement 301-400 mm thick | 10 | LM | |||
| 100 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick | 10 | EA | |||
| 101 | 50 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 102 | 100 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 103 | Cold Milling of PCC Pavement | 50 | CM | |||
| 104 | Partial Depth Concrete Removal 100mm - 150mm Thick by Chipping or Cold Milling | 100 | SM | |||
| 105 | Removal of Asphalt Concrete Pavement | 5,000 | MTON | |||
| 106 | Removal of Reinforced Concrete By Machine | 500 | CM | |||
| 107 | Removal of Reinforced Concrete By Labor | 10 | CM | |||
| 108 | Removal of Plain Concrete by Machine | 200 | CM | |||
| 109 | Removal of Plain Concrete by Labor | 10 | CM | |||
| 110 | Removal of Steel | 10 | MTON | |||
| 111 | Removal of PVC Pipe | 30 | LM | |||
| 112 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile | 10 | MTON | |||
| 113 | Cut Flush and Removal Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High | 120 | EA | |||
| 114 | Cut Flush and Removal Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High | 200 | EA | |||
| 115 | Removal of Stabilized Gravel/Soil | 10 | CM | |||
| 116 | Hauling and Disposal of Extra Soil/Gravel to Off Base | 200 | MTON | |||
| 117 | Hauling and Disposal of Asphalt Concrete to Off Base | 200 | MTON | |||
| 118 | Hauling and Disposal of Cold Milling AC to Off Base | 200 | MTON | |||
| 119 | Hauling and Disposal of Plain Concrete to Off Base | 50 | MTON | |||
| 120 | Hauling and Disposal of Reinforced Concrete to Off Base | 50 | MTON | |||
| 121 | Hauling and Disposal of Precast Concrete Product to Off Base | 10 | MTON | |||
| 122 | Hauling and Disposal of Trees and Stump to Off Base | 100 | MTON | |||
| 123 | Hauling and Disposal of Steel to Off Base | 10 | MTON | |||
| 124 | Hauling and Disposal of Plastics to Off Base | 10 | MTON | |||
| Compensation | 125 | Labor for Operator | 30 | MAN/DAY | ||
| Labor | 126 | Labor for Civil Worker | 30 | MAN/DAY | ||
| 127 | Labor for Electrician | 30 | MAN/DAY | |||
| 128 | Labor for Driver | 30 | MAN/DAY | |||
| 129 | Labor for Jobsite Foreman | 30 | MAN/DAY | |||
| Material | 130 | AC Wearing Course, Gradation 2 | 20 | MTON | ||
| 131 | Modified AC Wearing Course, Gradation 2 | 20 | MTON | |||
| 132 | AC Intermediate Course, Gradation 1 | 20 | MTON | |||
| 133 | Compressive Concrete | 20 | CM | |||
| 134 | Flexural Concrete | 20 | CM | |||
| Equipment | 135 | Bulldozer | 10 | EA/DAY | ||
| 136 | Backhoe | 10 | EA/DAY | |||
| 137 | Shovel Loader | 10 | EA/DAY | |||
| 138 | Dump Truck | 10 | EA/DAY | |||
| 139 | Truck Crane | 10 | EA/DAY | |||
| 140 | Carrier Dump | 10 | EA/DAY | |||
| 141 | Forklift | 10 | EA/DAY | |||
| 142 | Breaker | 10 | EA/DAY | |||
| 143 | Motor Grader | 10 | EA/DAY | |||
| 144 | Tire Roller | 10 | EA/DAY | |||
| 145 | Asphalt Finisher | 10 | EA/DAY | |||
| 146 | Concrete Cutter | 10 | EA/DAY | |||
| 147 | Hand Cutter | 10 | EA/DAY | |||
| 148 | Compressor | 10 | EA/DAY | |||
| 149 | Generator | 10 | EA/DAY | |||
| 150 | Vibrator | 10 | EA/DAY | |||
| 151 | Floodlight | 10 | EA/DAY | |||
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) |
&10Exhibit D RFP No. &10page &P of &N
Exhibit E
| Exhibit E |
| AIRFIELD/PAVEMENTS IDIQ CONTRACT |
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No.FA520522R0005 |
| CONTRACT No. |
Offeror (Print Name, Title and Signature) Date Corporate Seal (Han)
Company Name and Address
| Category | ELIN | ||
| E | Description | Estimated | |
| Quantity | Unit of Issue | Unit Price | |
| ¥ | Estimated Amount |
| Survey | 001 | Topographic Survey and Report, 2,000 SM Area | 50 | LOT | ||
| 002 | Topographic Survey from Bench Marks and Report, 2,000 SM Area | 20 | LOT | |||
| 003 | Survey and Report Crack Sealing | 20,000 | LM | |||
| 004 | Survey and Report, Pavement Markings | 40,000 | SM | |||
| 005 | Survey and Report for Rubber Markings, 2,000 SM Area | 10 | LOT | |||
| Test | 006 | Field CBR and Laboratory Tests of Paved Airfield, Roads and Parking Lots | 3 | EA | ||
| 007 | Plate Load Test of Unpaved Airfield, Roads, Parking Lots and Other Surfaces | 3 | EA | |||
| 008 | Core Drilling and Sampling of AC or PCC Pavement of Airfield, Roads, Parking Lots | 19 | EA | |||
| 009 | Flight Line Drivers Training and Foreign Object Damage (FOD) Training | 1,000 | DRIVER/DAY | |||
| Temporary | 010 | Temporary Installation of 22/25 mm Thick Steel Plate | 90 | SM/MONTH | ||
| and | ||||||
| Protection | 011 | Temporary Installation of Low Profile Barricades with Lights, 2,000 SM Area | 30 | LOT | ||
| Work | 012 | Heavy Equipment Transportation with 30 ton Trailer | 90 | DAY | ||
| 013 | Temporary 2 Lights with Generator | 29 | EA/MONTH | |||
| 014 | Temporary 1 Balloon Light with Generator | 45 | EA/MONTH | |||
| Airfield | ||||||
| Asphalt | 015 | 50 mm Thick AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction | 1,000 | SM | ||
| Concrete | ||||||
| Surfaces | 016 | 50 mm Thick AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 40,000 | SM | ||
| 017 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for less than 1,000 SM Construction | 1,000 | SM | |||
| 018 | 50 mm Thick Modified AC Wearing Course, Gradation 2 for more than 1,000 SM Construction | 15,000 | SM | |||
| 019 | 50 mm Thick AC Intermediate Course, Gradation 1 for less than 1,000 SM Construction | 1,000 | SM | |||
| 020 | 50 mm Thick AC Intermediate Course, Gradation 1 for more than 1.000 SM Construction | 40,000 | SM | |||
| 021 | Leveling AC Intermediate Course, Gradation 3 for less than 1,000 SM Construction | 20 | TON | |||
| 022 | Leveling AC Intermediate Course, Gradation 3 for more than 1,000 SM Construction | 145 | TON | |||
| 023 | Construct Base Course, M-25 | 1,000 | CM | |||
| 024 | Construct Subbase Course, C-40 | 100 | CM | |||
| 025 | Construct Granular Material | 10 | CM | |||
| 026 | Install Static Ground for AC | 5 | EA | |||
| 027 | Grooving of AC Surface | 100 | SM | |||
| 028 | Base Stabilization for pavement, Mix 150mm Thick | 100 | SM | |||
| 029 | Base Stabilization for pavement, Mix 200mm Thick | 100 | SM | |||
| Additional | 030 | Install Geotextile on Existing AC or Concrete Pavement | 1,000 | SM | ||
| Minor | 031 | Seal Crack of Existing AC Pavement | 500 | LM | ||
| Pavement | 032 | Seal Crack of Existing AC or PCC Pavement with Epoxy Sealant | 20 | LM | ||
| Work | 033 | Furnish & Apply Asphalt Prime Coat | 20,000 | SM | ||
| 034 | Furnish & Apply Modified Asphalt Tack Coat | 20,000 | SM | |||
| 035 | Place Concrete for Less Than 1,000 SM Construction | 10 | CM | |||
| 036 | Place Concrete for More Than 1,000 SM Construction | 10 | CM | |||
| 037 | Install Concrete Formwork | 10 | SM | |||
| 038 | Install Concrete Reinforcement Bars | 125 | KG | |||
| Airfield PCC | ||||||
| Pavement | 039 | Place Various Thick Plain PCC Pavement for Less Than 1,000 SM Construction | 100 | CM | ||
| Surface | ||||||
| 040 | Place Various Thick Plain PCC Pavement for more than 1,000 SM Construction | 900 | CM | |||
| 041 | Expansion Joint with Two-component Sealant | 100 | LM | |||
| 042 | Expansion Joint with Silicon Sealant | 100 | LM | |||
| 043 | Sprit-type Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 044 | Sprit-type Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 045 | Single-piece Doweled Construction Joint with Two-component Sealant | 100 | LM | |||
| 046 | Single-piece Doweled Construction Joint with Silicon Sealant | 100 | LM | |||
| 047 | Reseal Joints and Seal Cracks of PCC with Two-component Sealant | 12,000 | LM | |||
| 048 | Reseal Joints and Seal Cracks of PCC with Silicon Sealant | 100 | LM | |||
| 049 | Apply Seal-Coat with Primer for Heat Resistance | 20 | SM | |||
| 050 | Apply Epoxy Concrete Patch 75 mm Thick | 20 | SM | |||
| 051 | Install Static Ground for PCC | 4 | EA | |||
| 052 | Grooving of PCC Surface | 500 | SM | |||
| Recycled AC | ||||||
| Pavement for | 053 | 50 mm Thick Recycled AC Surfaces for Less Than 1,000 SM Construction | 10 | SM | ||
| Service | ||||||
| Roadway | 054 | 50 mm Thick Recycled AC Surfaces for more than 1,000 SM Construction | 10 | SM | ||
| Pavement | 055 | Removal and Disposal of Pavement Marking by Water Pressure | 200 | SM | ||
| Markings/ | 056 | Pavement Marking Stripes Retro-reflective Beads, Type I | 15,000 | SM | ||
| Rubber | 057 | Pavement Marking Stripes Retro-reflective Beads, Type III | 2,000 | SM | ||
| Removal | 058 | Pavement Marking Stripes Non-Retro-reflective Beads | 15,000 | SM | ||
| 059 | Alphanumeric and Japanese Sign Board Marking Type 1 or 2 | 300 | SM | |||
| 060 | Various Alphanumeric and Japanese Stencil Paving Marking | 135 | SM | |||
| 061 | Removal and Disposal of Rubber Deposits by Water Pressure | 15,000 | SM | |||
| Surface | 062 | Install V-Type Concrete Ditch (W700mm x 85mm Thick) | 50 | LM | ||
| Inlets/Ditches | 063 | Install Free Gradient Concrete "U" Ditches and Concrete Cover (W400mm x D1,100mm, Load Class T-25) | 20 | LM | ||
| 064 | Install Free Gradient Concrete "U" Ditches and Grating Cover (W400mm x D1,100mm, Load Class T-25) | 10 | LM | |||
| 065 | Install Aircraft type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm | 2 | EA | |||
| 066 | Install Aircraft type Concrete "U" Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm x D1,000mm) | 20 | LM | |||
| Storm | 067 | Install 300 mm Diameter Ribbed VU Pipe | 100 | LM | ||
| Drain Lines/ | 068 | Install 600 mm Diameter Concrete Pipe | 100 | LM | ||
| Manholes | 069 | Install 800 mm Diameter Concrete Pipe | 10 | LM | ||
| 070 | Install 1000 mm Diameter Concrete Pipe | 10 | LM | |||
| 071 | Raise/Lower existing Manhole or Catch Basin Frame and Cover | 6 | EA | |||
| 072 | Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) | 10 | EA | |||
| 073 | Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) | 3 | EA | |||
| Erosion | 074 | Install Geotextile with Seed and Fertilizer for Erosion Protection | 20 | SM | ||
| Protection | 075 | Install Square River Stone Wire Bag for Erosion Protection (H=50cm x W=120cm) | 10 | LM | ||
| Earth Work/ | 076 | Pavement Excavation | 5,000 | CM | ||
| Sodding/ | 077 | Earth Work (Digging and Grading) | 2,000 | CM | ||
| Hydroseeding | 078 | Transportation of Excavated Soil to Stock Yard | 7,000 | CM | ||
| 079 | Construct Embankment with Excavated Soil | 1,000 | CM | |||
| 080 | Construct Embankment with New Soil | 1,000 | CM | |||
| 081 | Backfill Excavated Soil | 500 | CM | |||
| 082 | Backfill New Soil | 500 | CM | |||
| 083 | Place Sod (Noshiba) | 2,000 | SM | |||
| 084 | Hydroseeding | 20,000 | SM | |||
| 085 | Place Topsoil | 5,000 | CM | |||
| Electric | 086 | Install 50 mm Diameter Polyethylene Flexible Conduit | 200 | LM | ||
| Work | 087 | Install New Cable CV 3.5mm2-3C | 200 | LM | ||
| 088 | Install New 6KV Cable CVT22SQ | 50 | LM | |||
| 089 | Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation | 50 | EA | |||
| 090 | Install Grounding Rod | 3 | EA | |||
| 091 | Install Stand Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 092 | Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| 093 | Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation | 2 | EA | |||
| Miscellaneous | ||||||
| Work | 094 | Install Cable Tie-down Anchors for Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 | 8 | EA | ||
| 095 | Install Frangible Type Airfield Sign with Concrete Foundation | 1 | EA | |||
| Removal and | 096 | Saw Cutting Existing AC Pavement 0-100 mm thick | 500 | LM | ||
| Disposal | 097 | Saw Cutting Existing AC Pavement 101-200 mm thick | 500 | LM | ||
| Work | 098 | Saw Cutting Existing Concrete Pavement 201-300 mm thick | 10 | LM | ||
| 099 | Saw Cutting Existing Concrete Pavement 301-400 mm thick | 10 | LM | |||
| 100 | 100 mm Diameter Core Drilling of Existing Concrete Pavement 0-400 mm thick | 10 | EA | |||
| 101 | 50 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 102 | 100 mm Thick Cold Milling of Existing AC Pavement | 10,000 | SM | |||
| 103 | Cold Milling of PCC Pavement | 50 | CM | |||
| 104 | Partial Depth Concrete Removal 100mm - 150mm Thick by Chipping or Cold Milling | 100 | SM | |||
| 105 | Removal of Asphalt Concrete Pavement | 5,000 | MTON | |||
| 106 | Removal of Reinforced Concrete By Machine | 500 | CM | |||
| 107 | Removal of Reinforced Concrete By Labor | 10 | CM | |||
| 108 | Removal of Plain Concrete by Machine | 200 | CM | |||
| 109 | Removal of Plain Concrete by Labor | 10 | CM | |||
| 110 | Removal of Steel | 10 | MTON | |||
| 111 | Removal of PVC Pipe | 30 | LM | |||
| 112 | Disposal of Asphalt/Concrete Pavement with Non-Recyclable Geotextile | 10 | MTON | |||
| 113 | Cut Flush and Removal Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High | 120 | EA | |||
| 114 | Cut Flush and Removal Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High | 200 | EA | |||
| 115 | Removal of Stabilized Gravel/Soil | 10 | CM | |||
| 116 | Hauling and Disposal of Extra Soil/Gravel to Off Base | 200 | MTON | |||
| 117 | Hauling and Disposal of Asphalt Concrete to Off Base | 200 | MTON | |||
| 118 | Hauling and Disposal of Cold Milling AC to Off Base | 200 | MTON | |||
| 119 | Hauling and Disposal of Plain Concrete to Off Base | 50 | MTON | |||
| 120 | Hauling and Disposal of Reinforced Concrete to Off Base | 50 | MTON | |||
| 121 | Hauling and Disposal of Precast Concrete Product to Off Base | 10 | MTON | |||
| 122 | Hauling and Disposal of Trees and Stump to Off Base | 100 | MTON | |||
| 123 | Hauling and Disposal of Steel to Off Base | 10 | MTON | |||
| 124 | Hauling and Disposal of Plastics to Off Base | 10 | MTON | |||
| Compensation | 125 | Labor for Operator | 30 | MAN/DAY | ||
| Labor | 126 | Labor for Civil Worker | 30 | MAN/DAY | ||
| 127 | Labor for Electrician | 30 | MAN/DAY | |||
| 128 | Labor for Driver | 30 | MAN/DAY | |||
| 129 | Labor for Jobsite Foreman | 30 | MAN/DAY | |||
| Material | 130 | AC Wearing Course, Gradation 2 | 20 | MTON | ||
| 131 | Modified AC Wearing Course, Gradation 2 | 20 | MTON | |||
| 132 | AC Intermediate Course, Gradation 1 | 20 | MTON | |||
| 133 | Compressive Concrete | 20 | CM | |||
| 134 | Flexural Concrete | 20 | CM | |||
| Equipment | 135 | Bulldozer | 10 | EA/DAY | ||
| 136 | Backhoe | 10 | EA/DAY | |||
| 137 | Shovel Loader | 10 | EA/DAY | |||
| 138 | Dump Truck | 10 | EA/DAY | |||
| 139 | Truck Crane | 10 | EA/DAY |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .