04._Exhibits_(A_thru_E).xls
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- FA5209-13-R-0002
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04. Exhibits ( A thru E)
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Exhibit A
| SCHEDULE OF INDEFINITE QUANTITY WORK | ||||||||||
| BASIC PERIOD | ||||||||||
| (Project No. A-12-100) | ||||||||||
| Item | Estimated | |||||||||
| ELIN | No. | Description | Quantity | Unit | Unit Price | Estimated Amount | ||||
| A. REMOVAL AND EARTH WORK | ||||||||||
| A001 | A | A | 1 | Remove Existing Asphalt Concrete Paved Surface | 200 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | B | 2 | Remove Existing Plain Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | C | 3 | Remove Existing Reinforced Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | D | 4 | Excavate and Dispose of Excess Materials | 250 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | E | 5 | Excavate and Backfill | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | F | 6 | Fill Borrow Materials | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | G | 7 | Remove 50mm Thick Cold Milling of Existing Asphalt Concrete (AC) Paved Surfaces | 1,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | H | 8 | Remove Tree with Stump and Tree Support | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | A | J | 9 | Remove Shrub with Tree Support | 25 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | A | K | 10 | Trim Tree Branches | 10 | set | ¥ | - 0 | ¥ | - 0 |
| A001 | A | L | 11 | Perform Common Labor Work | 15 | day | ¥ | - 0 | ¥ | - 0 |
| B. PAVEMENT WORK | ||||||||||
| A001 | A | M | 12 | Construct 50mm Thick AC Overlay of Paved Surfaces | 150 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | N | 13 | Construct 50mm Thick AC Surface Course, Binder Course and Base Course of Bituminous Stabirization (Hot-Mixed) | 2,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | P | 14 | Construct 50mm Thick Semi-Flexible Pavement Surface Course | 250 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | Q | 15 | Construct 50mm Thick Porous Asphalt Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | R | 16 | Construct 100mm Thick Water Permeable Asphalt Concrete Pavement of Two Layer | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | S | 17 | Construct 200mm Thick Concrete Pavement | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | T | 18 | Construct 100mm Thick Water Permeable Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | U | 19 | Construct Plain Concrete Structures | 30 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | V | 20 | Construct Reinforced Concrete Structures | 20 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | W | 21 | Install Aggregate Base Course, M-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | X | 22 | Install Aggregate Subbase Course, C-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | Y | 23 | Install Aggregate Subbase Course, RC-40 | 25 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | A | Z | 24 | Construct Base and/or Subbase Course with Cement Stabilization, Not More Than 60cm in Depth | 30 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | B | A | 25 | Install and Repair Cracks with Membrane on AC or Concrete Pavement | 40 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | B | B | 26 | Route and Seal Cracks on Existing AC or Concrete Pavement | 80 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | C | 27 | Install Solid Sodding | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | B | D | 28 | Apply Pavement Marking (Reflective Paint) | 470 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | E | 29 | Remove Existing Traffic Paint | 160 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | F | 30 | Apply Heliport Marking (Reflective Paint) | 125 | m2 | ¥ | - 0 | ¥ | - 0 |
| C. DRAINAGE WORK | ||||||||||
| A001 | B | G | 31 | Install Concrete Curb and Gutter | 90 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | H | 32 | Install Gutter Inlet | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | J | 33 | Install 240mm or 300mm Precast Concrete U-type Ditch | 30 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | K | 34 | Install Steel Grating (T-25) for U-type Ditch | 300 | kg | ¥ | - 0 | ¥ | - 0 |
| A001 | B | L | 35 | Install Catch Basin | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | M | 36 | Install Precast Concrete Manhole | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | N | 37 | Install 200mm to 300mm Diameter PVC Drain Pipe | 24 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | P | 38 | Install 300mm to 450mm Diameter Concrete Drain Pipe | 16 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | Q | 39 | Raise / Lower Existing Manhole Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | R | 40 | Raise / Lower Existing Handhole or Catch Basin Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | S | 41 | Raise / Lower Existing Gate Valve Cover and Box | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | T | 42 | Replace Existing Manhole or Catch Basin Frame and Cover | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D. TRAFFIC CONTROL WORK | ||||||||||
| A001 | B | U | 43 | Install Traffic Sign | 4 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | V | 44 | Install Traffic Plate | 12 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | B | W | 45 | Install Guard Rail (Type-B) | 12 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | X | 46 | Install Guard Rail (Type-SS) | 6 | m | ¥ | - 0 | ¥ | - 0 |
| E. FENCE WORK | ||||||||||
| A001 | B | Y | 47 | Remove Existing Chain Link Fence and Gate including Concrete Footing, Posts and other Accessories | 60 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | B | Z | 48 | Remove Existing Chain Link Fence and Gate including Concrete Wall Foundation, Posts and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | A | 49 | Remove Existing Chain Link Fence and Gate including Concrete Block, Concrete Wall Foundation and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | B | 50 | Remove Existing Double Gate including Concrete Foundation and Other Accessories | 9 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | C | 51 | Install Security Chain Link Fence | 60 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | D | 52 | Install Security Top Guard on Existing Fence Post | 10 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | C | E | 53 | Install Security Gate, 1.5m to 9.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | F | 54 | Install Prefabricated Fence | 14 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | G | 55 | Install Prefabricated Gate, 1.2m to 3.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | H | 56 | Install Grounding System | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | C | J | 57 | Construct Plain Concrete Foundation for Fence and Gate | 3 | m3 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | K | 58 | Construct Concrete Block for Fence | 3 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | L | 59 | Install Reinforced Security Chain Link Fence for Deadman Area | 2 | set | ¥ | - 0 | ¥ | - 0 |
| A001 | C | M | 60 | Install 20mm Diameter Wire Cable for Reinforced Security Chain Link Fence | 72 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | N | 61 | Replace Fence Post including Arm and Foundation | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | C | P | 62 | Replace Chain Link Fabric including Tie Wire | 16 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | Q | 63 | Replace Barbed Wire with Tie Wire for Posts | 90 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | R | 64 | Replace Rails for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | C | S | 65 | Replace Brace for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | C | T | 66 | Apply High Zinc Dust Content Paint (Two Coat) for Fence with Surface Preparation | 5 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | U | 67 | Erect and Dismantle Temporary Fence, H=3.0m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | V | 68 | Erect and Dismantle Temporary Guard Fence, H=1.8m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| F. GOLF NET WORK | ||||||||||
| A001 | C | W | 69 | Replace Golf Net, More than 24m2 | 24 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | X | 70 | Replace Golf Net, 24m2 or Less | 12 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | C | Y | 71 | Replace Steel Wire Strands with Accessory | 10 | m | ¥ | - 0 | ¥ | - 0 |
| A001 | C | Z | 72 | Replace Underground Anchor Block With Accessory | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | D | A | 73 | Repair and Maintain for Golf Net Systems | 400 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | D | B | 74 | Install Golf Net with Concrete Pole and Accessory | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | D | C | 75 | Maintain Existing Winch for Golf Net | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | D | D | 76 | Repaint Steel Pile for Golf Net including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| A001 | D | E | 77 | Repaint Concrete Pole Joint including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| G. SOIL EXPLORATION | ||||||||||
| A001 | D | F | 78 | California Bearing Ratio (CBR) Test for Pavement Structure (JIS A 1211 or JIS A 1222) including Preparation and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | D | G | 79 | Plate Load Test on Soil for Road (JIS A 1215) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| A001 | D | H | 80 | Soil Compaction Test Using Rammer (JIS A 1210) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| Estimated Total Amount of All ELINs above: | ¥ | - 0 | ||||||||
| H. UNANTICIPATED ITEMS | ||||||||||
| A001 | Unanticipated items will be ordered in accordance with the contract clause of YCH011. Estimated total value of the unanticipated items is approximately ¥320,000, but is not guaranteed by this contract. | |||||||||
| Name of Offeror: | ||||||||||
| Notes: | 1. Refer to the contract specification, Section 01 11 00, Paragraph 1.6 and Sketches for work descriptions of each corresponding Item Number. | |||||||||
| 2. Refer to the contract specification, Sketch 66 of 66 "Abbreviations" for unit of measures. | ||||||||||
| 3. "Item No." of each item is for the Government's administrative purpose only. |
&R&"Times New Roman,Regular"Exhibit A to RFP No. FA5209-13-R-0002 &C&"Times New Roman,Regular"Page &P of &N pages
Exhibit B
| SCHEDULE OF INDEFINITE QUANTITY WORK | ||||||||||
| OPTION ONE PERIOD | ||||||||||
| (Project No. A-12-100) | ||||||||||
| Item | Estimated | |||||||||
| ELIN | No. | Description | Quantity | Unit | Unit Price | Estimated Amount | ||||
| A. REMOVAL AND EARTH WORK | ||||||||||
| B001 | A | A | 1 | Remove Existing Asphalt Concrete Paved Surface | 200 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | B | 2 | Remove Existing Plain Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | C | 3 | Remove Existing Reinforced Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | D | 4 | Excavate and Dispose of Excess Materials | 250 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | E | 5 | Excavate and Backfill | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | F | 6 | Fill Borrow Materials | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | G | 7 | Remove 50mm Thick Cold Milling of Existing Asphalt Concrete (AC) Paved Surfaces | 1,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | H | 8 | Remove Tree with Stump and Tree Support | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | A | J | 9 | Remove Shrub with Tree Support | 25 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | A | K | 10 | Trim Tree Branches | 10 | set | ¥ | - 0 | ¥ | - 0 |
| B001 | A | L | 11 | Perform Common Labor Work | 15 | day | ¥ | - 0 | ¥ | - 0 |
| B. PAVEMENT WORK | ||||||||||
| B001 | A | M | 12 | Construct 50mm Thick AC Overlay of Paved Surfaces | 150 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | N | 13 | Construct 50mm Thick AC Surface Course, Binder Course and Base Course of Bituminous Stabirization (Hot-Mixed) | 2,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | P | 14 | Construct 50mm Thick Semi-Flexible Pavement Surface Course | 250 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | Q | 15 | Construct 50mm Thick Porous Asphalt Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | R | 16 | Construct 100mm Thick Water Permeable Asphalt Concrete Pavement of Two Layer | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | S | 17 | Construct 200mm Thick Concrete Pavement | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | T | 18 | Construct 100mm Thick Water Permeable Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | U | 19 | Construct Plain Concrete Structures | 30 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | V | 20 | Construct Reinforced Concrete Structures | 20 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | W | 21 | Install Aggregate Base Course, M-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | X | 22 | Install Aggregate Subbase Course, C-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | Y | 23 | Install Aggregate Subbase Course, RC-40 | 25 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | A | Z | 24 | Construct Base and/or Subbase Course with Cement Stabilization, Not More Than 60cm in Depth | 30 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | B | A | 25 | Install and Repair Cracks with Membrane on AC or Concrete Pavement | 40 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | B | B | 26 | Route and Seal Cracks on Existing AC or Concrete Pavement | 80 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | C | 27 | Install Solid Sodding | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | B | D | 28 | Apply Pavement Marking (Reflective Paint) | 470 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | E | 29 | Remove Existing Traffic Paint | 160 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | F | 30 | Apply Heliport Marking (Reflective Paint) | 125 | m2 | ¥ | - 0 | ¥ | - 0 |
| C. DRAINAGE WORK | ||||||||||
| B001 | B | G | 31 | Install Concrete Curb and Gutter | 90 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | H | 32 | Install Gutter Inlet | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | J | 33 | Install 240mm or 300mm Precast Concrete U-type Ditch | 30 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | K | 34 | Install Steel Grating (T-25) for U-type Ditch | 300 | kg | ¥ | - 0 | ¥ | - 0 |
| B001 | B | L | 35 | Install Catch Basin | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | M | 36 | Install Precast Concrete Manhole | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | N | 37 | Install 200mm to 300mm Diameter PVC Drain Pipe | 24 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | P | 38 | Install 300mm to 450mm Diameter Concrete Drain Pipe | 16 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | Q | 39 | Raise / Lower Existing Manhole Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | R | 40 | Raise / Lower Existing Handhole or Catch Basin Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | S | 41 | Raise / Lower Existing Gate Valve Cover and Box | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | T | 42 | Replace Existing Manhole or Catch Basin Frame and Cover | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D. TRAFFIC CONTROL WORK | ||||||||||
| B001 | B | U | 43 | Install Traffic Sign | 4 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | V | 44 | Install Traffic Plate | 12 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | B | W | 45 | Install Guard Rail (Type-B) | 12 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | X | 46 | Install Guard Rail (Type-SS) | 6 | m | ¥ | - 0 | ¥ | - 0 |
| E. FENCE WORK | ||||||||||
| B001 | B | Y | 47 | Remove Existing Chain Link Fence and Gate including Concrete Footing, Posts and other Accessories | 60 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | B | Z | 48 | Remove Existing Chain Link Fence and Gate including Concrete Wall Foundation, Posts and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | A | 49 | Remove Existing Chain Link Fence and Gate including Concrete Block, Concrete Wall Foundation and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | B | 50 | Remove Existing Double Gate including Concrete Foundation and Other Accessories | 9 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | C | 51 | Install Security Chain Link Fence | 60 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | D | 52 | Install Security Top Guard on Existing Fence Post | 10 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | C | E | 53 | Install Security Gate, 1.5m to 9.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | F | 54 | Install Prefabricated Fence | 14 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | G | 55 | Install Prefabricated Gate, 1.2m to 3.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | H | 56 | Install Grounding System | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | C | J | 57 | Construct Plain Concrete Foundation for Fence and Gate | 3 | m3 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | K | 58 | Construct Concrete Block for Fence | 3 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | L | 59 | Install Reinforced Security Chain Link Fence for Deadman Area | 2 | set | ¥ | - 0 | ¥ | - 0 |
| B001 | C | M | 60 | Install 20mm Diameter Wire Cable for Reinforced Security Chain Link Fence | 72 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | N | 61 | Replace Fence Post including Arm and Foundation | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | C | P | 62 | Replace Chain Link Fabric including Tie Wire | 16 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | Q | 63 | Replace Barbed Wire with Tie Wire for Posts | 90 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | R | 64 | Replace Rails for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | C | S | 65 | Replace Brace for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | C | T | 66 | Apply High Zinc Dust Content Paint (Two Coat) for Fence with Surface Preparation | 5 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | U | 67 | Erect and Dismantle Temporary Fence, H=3.0m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | V | 68 | Erect and Dismantle Temporary Guard Fence, H=1.8m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| F. GOLF NET WORK | ||||||||||
| B001 | C | W | 69 | Replace Golf Net, More than 24m2 | 24 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | X | 70 | Replace Golf Net, 24m2 or Less | 12 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | C | Y | 71 | Replace Steel Wire Strands with Accessory | 10 | m | ¥ | - 0 | ¥ | - 0 |
| B001 | C | Z | 72 | Replace Underground Anchor Block With Accessory | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | D | A | 73 | Repair and Maintain for Golf Net Systems | 400 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | D | B | 74 | Install Golf Net with Concrete Pole and Accessory | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | D | C | 75 | Maintain Existing Winch for Golf Net | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | D | D | 76 | Repaint Steel Pile for Golf Net including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| B001 | D | E | 77 | Repaint Concrete Pole Joint including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| G. SOIL EXPLORATION | ||||||||||
| B001 | D | F | 78 | California Bearing Ratio (CBR) Test for Pavement Structure (JIS A 1211 or JIS A 1222) including Preparation and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | D | G | 79 | Plate Load Test on Soil for Road (JIS A 1215) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| B001 | D | H | 80 | Soil Compaction Test Using Rammer (JIS A 1210) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| Estimated Total Amount of All ELINs above: | ¥ | - 0 | ||||||||
| H. UNANTICIPATED ITEMS | ||||||||||
| B001 | Unanticipated items will be ordered in accordance with the contract clause of YCH011. Estimated total value of the unanticipated items is approximately ¥320,000, but is not guaranteed by this contract. | |||||||||
| Name of Offeror: | ||||||||||
| Notes: | 1. Refer to the contract specification, Section 01 11 00, Paragraph 1.6 and Sketches for work descriptions of each corresponding Item Number. | |||||||||
| 2. Refer to the contract specification, Sketch 66 of 66 "Abbreviations" for unit of measures. | ||||||||||
| 3. "Item No." of each item is for the Government's administrative purpose only. |
&R&"Times New Roman,Regular"Exhibit B to RFP No. FA5209-13-R-0002 &C&"Times New Roman,Regular"Page &P of &N pages
Exhibit C
| SCHEDULE OF INDEFINITE QUANTITY WORK | ||||||||||
| OPTION TWO PERIOD | ||||||||||
| (Project No. A-12-100) | ||||||||||
| Item | Estimated | |||||||||
| ELIN | No. | Description | Quantity | Unit | Unit Price | Estimated Amount | ||||
| A. REMOVAL AND EARTH WORK | ||||||||||
| C001 | A | A | 1 | Remove Existing Asphalt Concrete Paved Surface | 200 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | B | 2 | Remove Existing Plain Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | C | 3 | Remove Existing Reinforced Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | D | 4 | Excavate and Dispose of Excess Materials | 250 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | E | 5 | Excavate and Backfill | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | F | 6 | Fill Borrow Materials | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | G | 7 | Remove 50mm Thick Cold Milling of Existing Asphalt Concrete (AC) Paved Surfaces | 1,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | H | 8 | Remove Tree with Stump and Tree Support | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | A | J | 9 | Remove Shrub with Tree Support | 25 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | A | K | 10 | Trim Tree Branches | 10 | set | ¥ | - 0 | ¥ | - 0 |
| C001 | A | L | 11 | Perform Common Labor Work | 15 | day | ¥ | - 0 | ¥ | - 0 |
| B. PAVEMENT WORK | ||||||||||
| C001 | A | M | 12 | Construct 50mm Thick AC Overlay of Paved Surfaces | 150 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | N | 13 | Construct 50mm Thick AC Surface Course, Binder Course and Base Course of Bituminous Stabirization (Hot-Mixed) | 2,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | P | 14 | Construct 50mm Thick Semi-Flexible Pavement Surface Course | 250 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | Q | 15 | Construct 50mm Thick Porous Asphalt Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | R | 16 | Construct 100mm Thick Water Permeable Asphalt Concrete Pavement of Two Layer | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | S | 17 | Construct 200mm Thick Concrete Pavement | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | T | 18 | Construct 100mm Thick Water Permeable Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | U | 19 | Construct Plain Concrete Structures | 30 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | V | 20 | Construct Reinforced Concrete Structures | 20 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | W | 21 | Install Aggregate Base Course, M-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | X | 22 | Install Aggregate Subbase Course, C-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | Y | 23 | Install Aggregate Subbase Course, RC-40 | 25 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | A | Z | 24 | Construct Base and/or Subbase Course with Cement Stabilization, Not More Than 60cm in Depth | 30 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | B | A | 25 | Install and Repair Cracks with Membrane on AC or Concrete Pavement | 40 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | B | B | 26 | Route and Seal Cracks on Existing AC or Concrete Pavement | 80 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | C | 27 | Install Solid Sodding | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | B | D | 28 | Apply Pavement Marking (Reflective Paint) | 470 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | E | 29 | Remove Existing Traffic Paint | 160 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | F | 30 | Apply Heliport Marking (Reflective Paint) | 125 | m2 | ¥ | - 0 | ¥ | - 0 |
| C. DRAINAGE WORK | ||||||||||
| C001 | B | G | 31 | Install Concrete Curb and Gutter | 90 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | H | 32 | Install Gutter Inlet | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | J | 33 | Install 240mm or 300mm Precast Concrete U-type Ditch | 30 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | K | 34 | Install Steel Grating (T-25) for U-type Ditch | 300 | kg | ¥ | - 0 | ¥ | - 0 |
| C001 | B | L | 35 | Install Catch Basin | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | M | 36 | Install Precast Concrete Manhole | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | N | 37 | Install 200mm to 300mm Diameter PVC Drain Pipe | 24 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | P | 38 | Install 300mm to 450mm Diameter Concrete Drain Pipe | 16 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | Q | 39 | Raise / Lower Existing Manhole Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | R | 40 | Raise / Lower Existing Handhole or Catch Basin Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | S | 41 | Raise / Lower Existing Gate Valve Cover and Box | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | T | 42 | Replace Existing Manhole or Catch Basin Frame and Cover | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D. TRAFFIC CONTROL WORK | ||||||||||
| C001 | B | U | 43 | Install Traffic Sign | 4 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | V | 44 | Install Traffic Plate | 12 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | B | W | 45 | Install Guard Rail (Type-B) | 12 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | X | 46 | Install Guard Rail (Type-SS) | 6 | m | ¥ | - 0 | ¥ | - 0 |
| E. FENCE WORK | ||||||||||
| C001 | B | Y | 47 | Remove Existing Chain Link Fence and Gate including Concrete Footing, Posts and other Accessories | 60 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | B | Z | 48 | Remove Existing Chain Link Fence and Gate including Concrete Wall Foundation, Posts and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | A | 49 | Remove Existing Chain Link Fence and Gate including Concrete Block, Concrete Wall Foundation and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | B | 50 | Remove Existing Double Gate including Concrete Foundation and Other Accessories | 9 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | C | 51 | Install Security Chain Link Fence | 60 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | D | 52 | Install Security Top Guard on Existing Fence Post | 10 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | C | E | 53 | Install Security Gate, 1.5m to 9.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | F | 54 | Install Prefabricated Fence | 14 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | G | 55 | Install Prefabricated Gate, 1.2m to 3.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | H | 56 | Install Grounding System | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | C | J | 57 | Construct Plain Concrete Foundation for Fence and Gate | 3 | m3 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | K | 58 | Construct Concrete Block for Fence | 3 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | L | 59 | Install Reinforced Security Chain Link Fence for Deadman Area | 2 | set | ¥ | - 0 | ¥ | - 0 |
| C001 | C | M | 60 | Install 20mm Diameter Wire Cable for Reinforced Security Chain Link Fence | 72 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | N | 61 | Replace Fence Post including Arm and Foundation | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | C | P | 62 | Replace Chain Link Fabric including Tie Wire | 16 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | Q | 63 | Replace Barbed Wire with Tie Wire for Posts | 90 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | R | 64 | Replace Rails for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | C | S | 65 | Replace Brace for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | C | T | 66 | Apply High Zinc Dust Content Paint (Two Coat) for Fence with Surface Preparation | 5 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | U | 67 | Erect and Dismantle Temporary Fence, H=3.0m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | V | 68 | Erect and Dismantle Temporary Guard Fence, H=1.8m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| F. GOLF NET WORK | ||||||||||
| C001 | C | W | 69 | Replace Golf Net, More than 24m2 | 24 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | X | 70 | Replace Golf Net, 24m2 or Less | 12 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | C | Y | 71 | Replace Steel Wire Strands with Accessory | 10 | m | ¥ | - 0 | ¥ | - 0 |
| C001 | C | Z | 72 | Replace Underground Anchor Block With Accessory | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | D | A | 73 | Repair and Maintain for Golf Net Systems | 400 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | D | B | 74 | Install Golf Net with Concrete Pole and Accessory | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | D | C | 75 | Maintain Existing Winch for Golf Net | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | D | D | 76 | Repaint Steel Pile for Golf Net including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| C001 | D | E | 77 | Repaint Concrete Pole Joint including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| G. SOIL EXPLORATION | ||||||||||
| C001 | D | F | 78 | California Bearing Ratio (CBR) Test for Pavement Structure (JIS A 1211 or JIS A 1222) including Preparation and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | D | G | 79 | Plate Load Test on Soil for Road (JIS A 1215) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| C001 | D | H | 80 | Soil Compaction Test Using Rammer (JIS A 1210) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| Estimated Total Amount of All ELINs above: | ¥ | - 0 | ||||||||
| H. UNANTICIPATED ITEMS | ||||||||||
| C001 | Unanticipated items will be ordered in accordance with the contract clause of YCH011. Estimated total value of the unanticipated items is approximately ¥320,000, but is not guaranteed by this contract. | |||||||||
| Name of Offeror: | ||||||||||
| Notes: | 1. Refer to the contract specification, Section 01 11 00, Paragraph 1.6 and Sketches for work descriptions of each corresponding Item Number. | |||||||||
| 2. Refer to the contract specification, Sketch 66 of 66 "Abbreviations" for unit of measures. | ||||||||||
| 3. "Item No." of each item is for the Government's administrative purpose only. |
&R&"Times New Roman,Regular"Exhibit C to RFP No. FA5209-13-R-0002 &C&"Times New Roman,Regular"Page &P of &N pages
Exhibit D
| SCHEDULE OF INDEFINITE QUANTITY WORK | ||||||||||
| OPTION THREE PERIOD | ||||||||||
| (Project No. A-12-100) | ||||||||||
| Item | Estimated | |||||||||
| ELIN | No. | Description | Quantity | Unit | Unit Price | Estimated Amount | ||||
| A. REMOVAL AND EARTH WORK | ||||||||||
| D001 | A | A | 1 | Remove Existing Asphalt Concrete Paved Surface | 200 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | B | 2 | Remove Existing Plain Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | C | 3 | Remove Existing Reinforced Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | D | 4 | Excavate and Dispose of Excess Materials | 250 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | E | 5 | Excavate and Backfill | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | F | 6 | Fill Borrow Materials | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | G | 7 | Remove 50mm Thick Cold Milling of Existing Asphalt Concrete (AC) Paved Surfaces | 1,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | H | 8 | Remove Tree with Stump and Tree Support | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | A | J | 9 | Remove Shrub with Tree Support | 25 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | A | K | 10 | Trim Tree Branches | 10 | set | ¥ | - 0 | ¥ | - 0 |
| D001 | A | L | 11 | Perform Common Labor Work | 15 | day | ¥ | - 0 | ¥ | - 0 |
| B. PAVEMENT WORK | ||||||||||
| D001 | A | M | 12 | Construct 50mm Thick AC Overlay of Paved Surfaces | 150 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | N | 13 | Construct 50mm Thick AC Surface Course, Binder Course and Base Course of Bituminous Stabirization (Hot-Mixed) | 2,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | P | 14 | Construct 50mm Thick Semi-Flexible Pavement Surface Course | 250 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | Q | 15 | Construct 50mm Thick Porous Asphalt Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | R | 16 | Construct 100mm Thick Water Permeable Asphalt Concrete Pavement of Two Layer | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | S | 17 | Construct 200mm Thick Concrete Pavement | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | T | 18 | Construct 100mm Thick Water Permeable Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | U | 19 | Construct Plain Concrete Structures | 30 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | V | 20 | Construct Reinforced Concrete Structures | 20 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | W | 21 | Install Aggregate Base Course, M-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | X | 22 | Install Aggregate Subbase Course, C-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | Y | 23 | Install Aggregate Subbase Course, RC-40 | 25 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | A | Z | 24 | Construct Base and/or Subbase Course with Cement Stabilization, Not More Than 60cm in Depth | 30 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | B | A | 25 | Install and Repair Cracks with Membrane on AC or Concrete Pavement | 40 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | B | B | 26 | Route and Seal Cracks on Existing AC or Concrete Pavement | 80 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | C | 27 | Install Solid Sodding | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | B | D | 28 | Apply Pavement Marking (Reflective Paint) | 470 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | E | 29 | Remove Existing Traffic Paint | 160 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | F | 30 | Apply Heliport Marking (Reflective Paint) | 125 | m2 | ¥ | - 0 | ¥ | - 0 |
| C. DRAINAGE WORK | ||||||||||
| D001 | B | G | 31 | Install Concrete Curb and Gutter | 90 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | H | 32 | Install Gutter Inlet | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | J | 33 | Install 240mm or 300mm Precast Concrete U-type Ditch | 30 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | K | 34 | Install Steel Grating (T-25) for U-type Ditch | 300 | kg | ¥ | - 0 | ¥ | - 0 |
| D001 | B | L | 35 | Install Catch Basin | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | M | 36 | Install Precast Concrete Manhole | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | N | 37 | Install 200mm to 300mm Diameter PVC Drain Pipe | 24 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | P | 38 | Install 300mm to 450mm Diameter Concrete Drain Pipe | 16 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | Q | 39 | Raise / Lower Existing Manhole Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | R | 40 | Raise / Lower Existing Handhole or Catch Basin Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | S | 41 | Raise / Lower Existing Gate Valve Cover and Box | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | T | 42 | Replace Existing Manhole or Catch Basin Frame and Cover | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D. TRAFFIC CONTROL WORK | ||||||||||
| D001 | B | U | 43 | Install Traffic Sign | 4 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | V | 44 | Install Traffic Plate | 12 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | B | W | 45 | Install Guard Rail (Type-B) | 12 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | X | 46 | Install Guard Rail (Type-SS) | 6 | m | ¥ | - 0 | ¥ | - 0 |
| E. FENCE WORK | ||||||||||
| D001 | B | Y | 47 | Remove Existing Chain Link Fence and Gate including Concrete Footing, Posts and other Accessories | 60 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | B | Z | 48 | Remove Existing Chain Link Fence and Gate including Concrete Wall Foundation, Posts and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | A | 49 | Remove Existing Chain Link Fence and Gate including Concrete Block, Concrete Wall Foundation and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | B | 50 | Remove Existing Double Gate including Concrete Foundation and Other Accessories | 9 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | C | 51 | Install Security Chain Link Fence | 60 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | D | 52 | Install Security Top Guard on Existing Fence Post | 10 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | C | E | 53 | Install Security Gate, 1.5m to 9.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | F | 54 | Install Prefabricated Fence | 14 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | G | 55 | Install Prefabricated Gate, 1.2m to 3.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | H | 56 | Install Grounding System | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | C | J | 57 | Construct Plain Concrete Foundation for Fence and Gate | 3 | m3 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | K | 58 | Construct Concrete Block for Fence | 3 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | L | 59 | Install Reinforced Security Chain Link Fence for Deadman Area | 2 | set | ¥ | - 0 | ¥ | - 0 |
| D001 | C | M | 60 | Install 20mm Diameter Wire Cable for Reinforced Security Chain Link Fence | 72 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | N | 61 | Replace Fence Post including Arm and Foundation | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | C | P | 62 | Replace Chain Link Fabric including Tie Wire | 16 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | Q | 63 | Replace Barbed Wire with Tie Wire for Posts | 90 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | R | 64 | Replace Rails for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | C | S | 65 | Replace Brace for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | C | T | 66 | Apply High Zinc Dust Content Paint (Two Coat) for Fence with Surface Preparation | 5 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | U | 67 | Erect and Dismantle Temporary Fence, H=3.0m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | V | 68 | Erect and Dismantle Temporary Guard Fence, H=1.8m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| F. GOLF NET WORK | ||||||||||
| D001 | C | W | 69 | Replace Golf Net, More than 24m2 | 24 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | X | 70 | Replace Golf Net, 24m2 or Less | 12 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | C | Y | 71 | Replace Steel Wire Strands with Accessory | 10 | m | ¥ | - 0 | ¥ | - 0 |
| D001 | C | Z | 72 | Replace Underground Anchor Block With Accessory | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | D | A | 73 | Repair and Maintain for Golf Net Systems | 400 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | D | B | 74 | Install Golf Net with Concrete Pole and Accessory | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | D | C | 75 | Maintain Existing Winch for Golf Net | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | D | D | 76 | Repaint Steel Pile for Golf Net including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| D001 | D | E | 77 | Repaint Concrete Pole Joint including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| G. SOIL EXPLORATION | ||||||||||
| D001 | D | F | 78 | California Bearing Ratio (CBR) Test for Pavement Structure (JIS A 1211 or JIS A 1222) including Preparation and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | D | G | 79 | Plate Load Test on Soil for Road (JIS A 1215) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| D001 | D | H | 80 | Soil Compaction Test Using Rammer (JIS A 1210) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| Estimated Total Amount of All ELINs above: | ¥ | - 0 | ||||||||
| H. UNANTICIPATED ITEMS | ||||||||||
| D001 | Unanticipated items will be ordered in accordance with the contract clause of YCH011. Estimated total value of the unanticipated items is approximately ¥320,000, but is not guaranteed by this contract. | |||||||||
| Name of Offeror: | ||||||||||
| Notes: | 1. Refer to the contract specification, Section 01 11 00, Paragraph 1.6 and Sketches for work descriptions of each corresponding Item Number. | |||||||||
| 2. Refer to the contract specification, Sketch 66 of 66 "Abbreviations" for unit of measures. | ||||||||||
| 3. "Item No." of each item is for the Government's administrative purpose only. |
&R&"Times New Roman,Regular"Exhibit D to RFP No. FA5209-13-R-0002 &C&"Times New Roman,Regular"Page &P of &N pages
Exhibit E
| SCHEDULE OF INDEFINITE QUANTITY WORK | ||||||||||
| OPTION FOUR PERIOD | ||||||||||
| (Project No. A-12-100) | ||||||||||
| Item | Estimated | |||||||||
| ELIN | No. | Description | Quantity | Unit | Unit Price | Estimated Amount | ||||
| A. REMOVAL AND EARTH WORK | ||||||||||
| E001 | A | A | 1 | Remove Existing Asphalt Concrete Paved Surface | 200 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | B | 2 | Remove Existing Plain Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | C | 3 | Remove Existing Reinforced Concrete Structures | 100 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | D | 4 | Excavate and Dispose of Excess Materials | 250 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | E | 5 | Excavate and Backfill | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | F | 6 | Fill Borrow Materials | 125 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | G | 7 | Remove 50mm Thick Cold Milling of Existing Asphalt Concrete (AC) Paved Surfaces | 1,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | H | 8 | Remove Tree with Stump and Tree Support | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | A | J | 9 | Remove Shrub with Tree Support | 25 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | A | K | 10 | Trim Tree Branches | 10 | set | ¥ | - 0 | ¥ | - 0 |
| E001 | A | L | 11 | Perform Common Labor Work | 15 | day | ¥ | - 0 | ¥ | - 0 |
| B. PAVEMENT WORK | ||||||||||
| E001 | A | M | 12 | Construct 50mm Thick AC Overlay of Paved Surfaces | 150 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | N | 13 | Construct 50mm Thick AC Surface Course, Binder Course and Base Course of Bituminous Stabirization (Hot-Mixed) | 2,000 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | P | 14 | Construct 50mm Thick Semi-Flexible Pavement Surface Course | 250 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | Q | 15 | Construct 50mm Thick Porous Asphalt Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | R | 16 | Construct 100mm Thick Water Permeable Asphalt Concrete Pavement of Two Layer | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | S | 17 | Construct 200mm Thick Concrete Pavement | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | T | 18 | Construct 100mm Thick Water Permeable Concrete Surface Course | 50 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | U | 19 | Construct Plain Concrete Structures | 30 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | V | 20 | Construct Reinforced Concrete Structures | 20 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | W | 21 | Install Aggregate Base Course, M-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | X | 22 | Install Aggregate Subbase Course, C-40 | 130 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | Y | 23 | Install Aggregate Subbase Course, RC-40 | 25 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | A | Z | 24 | Construct Base and/or Subbase Course with Cement Stabilization, Not More Than 60cm in Depth | 30 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | B | A | 25 | Install and Repair Cracks with Membrane on AC or Concrete Pavement | 40 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | B | B | 26 | Route and Seal Cracks on Existing AC or Concrete Pavement | 80 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | C | 27 | Install Solid Sodding | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | B | D | 28 | Apply Pavement Marking (Reflective Paint) | 470 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | E | 29 | Remove Existing Traffic Paint | 160 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | F | 30 | Apply Heliport Marking (Reflective Paint) | 125 | m2 | ¥ | - 0 | ¥ | - 0 |
| C. DRAINAGE WORK | ||||||||||
| E001 | B | G | 31 | Install Concrete Curb and Gutter | 90 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | H | 32 | Install Gutter Inlet | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | J | 33 | Install 240mm or 300mm Precast Concrete U-type Ditch | 30 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | K | 34 | Install Steel Grating (T-25) for U-type Ditch | 300 | kg | ¥ | - 0 | ¥ | - 0 |
| E001 | B | L | 35 | Install Catch Basin | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | M | 36 | Install Precast Concrete Manhole | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | N | 37 | Install 200mm to 300mm Diameter PVC Drain Pipe | 24 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | P | 38 | Install 300mm to 450mm Diameter Concrete Drain Pipe | 16 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | Q | 39 | Raise / Lower Existing Manhole Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | R | 40 | Raise / Lower Existing Handhole or Catch Basin Frame and Cover | 8 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | S | 41 | Raise / Lower Existing Gate Valve Cover and Box | 5 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | T | 42 | Replace Existing Manhole or Catch Basin Frame and Cover | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| D. TRAFFIC CONTROL WORK | ||||||||||
| E001 | B | U | 43 | Install Traffic Sign | 4 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | V | 44 | Install Traffic Plate | 12 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | B | W | 45 | Install Guard Rail (Type-B) | 12 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | X | 46 | Install Guard Rail (Type-SS) | 6 | m | ¥ | - 0 | ¥ | - 0 |
| E. FENCE WORK | ||||||||||
| E001 | B | Y | 47 | Remove Existing Chain Link Fence and Gate including Concrete Footing, Posts and other Accessories | 60 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | B | Z | 48 | Remove Existing Chain Link Fence and Gate including Concrete Wall Foundation, Posts and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | A | 49 | Remove Existing Chain Link Fence and Gate including Concrete Block, Concrete Wall Foundation and other Accessories | 21 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | B | 50 | Remove Existing Double Gate including Concrete Foundation and Other Accessories | 9 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | C | 51 | Install Security Chain Link Fence | 60 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | D | 52 | Install Security Top Guard on Existing Fence Post | 10 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | C | E | 53 | Install Security Gate, 1.5m to 9.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | F | 54 | Install Prefabricated Fence | 14 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | G | 55 | Install Prefabricated Gate, 1.2m to 3.0m in Wide | 3 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | H | 56 | Install Grounding System | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | C | J | 57 | Construct Plain Concrete Foundation for Fence and Gate | 3 | m3 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | K | 58 | Construct Concrete Block for Fence | 3 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | L | 59 | Install Reinforced Security Chain Link Fence for Deadman Area | 2 | set | ¥ | - 0 | ¥ | - 0 |
| E001 | C | M | 60 | Install 20mm Diameter Wire Cable for Reinforced Security Chain Link Fence | 72 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | N | 61 | Replace Fence Post including Arm and Foundation | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | C | P | 62 | Replace Chain Link Fabric including Tie Wire | 16 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | Q | 63 | Replace Barbed Wire with Tie Wire for Posts | 90 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | R | 64 | Replace Rails for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | C | S | 65 | Replace Brace for Fence | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | C | T | 66 | Apply High Zinc Dust Content Paint (Two Coat) for Fence with Surface Preparation | 5 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | U | 67 | Erect and Dismantle Temporary Fence, H=3.0m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | V | 68 | Erect and Dismantle Temporary Guard Fence, H=1.8m | 20 | m | ¥ | - 0 | ¥ | - 0 |
| F. GOLF NET WORK | ||||||||||
| E001 | C | W | 69 | Replace Golf Net, More than 24m2 | 24 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | X | 70 | Replace Golf Net, 24m2 or Less | 12 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | C | Y | 71 | Replace Steel Wire Strands with Accessory | 10 | m | ¥ | - 0 | ¥ | - 0 |
| E001 | C | Z | 72 | Replace Underground Anchor Block With Accessory | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | D | A | 73 | Repair and Maintain for Golf Net Systems | 400 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | D | B | 74 | Install Golf Net with Concrete Pole and Accessory | 100 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | D | C | 75 | Maintain Existing Winch for Golf Net | 3 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | D | D | 76 | Repaint Steel Pile for Golf Net including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| E001 | D | E | 77 | Repaint Concrete Pole Joint including Scaffolding (Existing Lead Free Paint) | 2 | m2 | ¥ | - 0 | ¥ | - 0 |
| G. SOIL EXPLORATION | ||||||||||
| E001 | D | F | 78 | California Bearing Ratio (CBR) Test for Pavement Structure (JIS A 1211 or JIS A 1222) including Preparation and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | D | G | 79 | Plate Load Test on Soil for Road (JIS A 1215) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| E001 | D | H | 80 | Soil Compaction Test Using Rammer (JIS A 1210) including Preparation Work and Restoration Work | 2 | ea | ¥ | - 0 | ¥ | - 0 |
| Estimated Total Amount of All ELINs above: | ¥ | - 0 | ||||||||
| H. UNANTICIPATED ITEMS | ||||||||||
| E001 | Unanticipated items will be ordered in accordance with the contract clause of YCH011. Estimated total value of the unanticipated items is approximately ¥320,000, but is not guaranteed by this contract. | |||||||||
| Name of Offeror: | ||||||||||
| Notes: | 1. Refer to the contract specification, Section 01 11 00, Paragraph 1.6 and Sketches for work descriptions of each corresponding Item Number. | |||||||||
| 2. Refer to the contract specification, Sketch 66 of 66 "Abbreviations" for unit of measures. | ||||||||||
| 3. "Item No." of each item is for the Government's administrative purpose only. |
&R&"Times New Roman,Regular"Exhibit E to RFP No. FA5209-13-R-0002 &C&"Times New Roman,Regular"Page &P of &N pages
File details come from the government source that posted it. Updated .