(Identifiable Offeror Name)_RoadIDIQMisawa ExhibitA-B.xlsx
XLSX spreadsheet 38 KB Posted
- Solicitation number
- FA520526R0001
About this file
This file contains Exhibits A and B from a Request for Proposal (RFP) for an Indefinite-Delivery/Indefinite-Quantity (IDIQ) contract (FA520526R0001) issued by the Department of the Air Force Pacific Air Forces for roads, pavements, and miscellaneous civil work at Misawa Air Base, Japan. The exhibits present identical line item descriptions and estimated quantities for 158 Engineering Line Item Numbers (ELINs) organized by work category, with pricing to be provided by offerors in Japanese Yen. The contract scope encompasses repair, maintenance, and construction of pavement structures including roads and parking lots, curbs and gutters, drainage systems, sidewalks, earthwork, pavement markings, traffic signs, and demolition work within Misawa Air Base and locations within a 40-kilometer radius, including the Hachinohe Fuel Terminal, but excluding the airfield and Draughon Range.
The line items are categorized by work type, including survey and testing preparation, general concrete construction, asphalt paving work, geotextile installation, curbs and sidewalk work, pavement markings and traffic safety work, earthwork and sodding, sanitary sewer and drainage work, water line work, and removal and disposal operations. Major quantities include 100,000 square meters of topographic survey, various asphalt and concrete paving items (ranging from 5 to 1,000 metric tons for recycled asphalt courses), 16,000 square meters of prime coat application, 3,000 linear meters of reflective markings installation, and significant removal and disposal work (4,000 metric tons of asphalt concrete, 1,000 metric tons of plain concrete, and 300 cubic meters of soil hauling to off-base locations). The exhibits function as templates for offerors to submit unit prices in Yen for each ELIN, with total estimated amounts to be calculated based on the proposed pricing.
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Exhibit A
EXHIBIT A
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520526R0001 |
| 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 ¥ | ||
| 001 | GPS Survey for Existing Survey Point (The second grade survey point) | 4 | EA | |||||
| Survey, | 002 | Existing Topographic Survey | 100,000 | SM | ||||
| Test and | ||||||||
| Preparation | 003 | Quantity Survey of Current Condition for Pavement and Construction Area (Standard length of 20m per extension) | 200 | LOT | ||||
| 004 | Quantity Survey of Current Condition for Road Paint Markings | 3,000 | LM | |||||
| 005 | Core Drilling and Sampling of AC or Concrete Pavement of Roads, Parking Lots, and Other Surfaces | 40 | EA | |||||
| 006 | Test Digging of AC Pavement, not to exceed within 1m square x 1.5m depth includes temporary pavement restoration | 20 | EA | |||||
| 007 | Field CBR and Laboratory Test of Roads, Parking Lots and Other Surfaces | 1 | EA | |||||
| 008 | Test Sampling and Site Preparation for Base Stabilization Mixture | 1 | SET | |||||
| 009 | Transportation of Removed Soil, Concrete, AC, Concrete products and Miscellaneous Material from Construction Site to Stock Yard/on Base | 1,000 | CM | |||||
| General | 010 | Construct Formwork for General Civil Concrete Work | 40 | SM | ||||
| Construction | 011 | Install Bollard Sleeve | 7 | EA | ||||
| and Other Work | 012 | Construct Steel Reinforcement Bar | 1 | MTON | ||||
| 013 | Construct Basis Crushed Stone (RC-40), 150mm Thick | 10 | CM | |||||
| 014 | Place Concrete (21-8-25) | 5 | CM | |||||
| 015 | Place Concrete (24-8-25) | 5 | CM | ERROR:#REF! | ||||
| 016 | Install Joint Filler | 200 | SM | |||||
| 017 | Install Sealant (10mm x 5mm) | 1,800 | LM | |||||
| 018 | Contraction Joint with Concrete Saw Cutter | 1,100 | LM | |||||
| 019 | Traffic Regulator (Flag Man) | 800 | MAN/DAY | |||||
| 020 | Placing and Removing Steel Plate, Size 1.5m x 3.0m | 200 | EA/DAY | |||||
| 021 | Construct Subbase Course (RC-40), Max Thickness 400mm | 100 | CM | |||||
| Asphalt | 022 | Construct Base Course (M-25), Max Thickness 150mm | 300 | CM | ||||
| Paving Work | 023 | Leveling Base Course (M-25, Within 50mm) | 500 | CM | ||||
| 024 | Base Stabilization for Pavement, Mix 150mm Thick | 3,000 | SM | |||||
| 025 | Base Stabilization for Pavement, Mix 200mm Thick | 2,000 | SM | |||||
| 026 | Prime Coat (PK-3) | 16,000 | SM | |||||
| 027 | Tack Coat (PK-4) | 2,000 | SM | ERROR:#REF! | ||||
| 028 | Tack Coat (PKM-T) | 10,000 | SM | |||||
| 029 | Construct Recycled AC Intermediate Course (AC No.2) with Man Power Paving | 30 | MTON | |||||
| 030 | Construct Recycled AC Intermediate Course (AC No.2), Road Width 1.4m- 3.0m | 200 | MTON | |||||
| 031 | Construct Recycled AC Intermediate Course (AC No.2), Road Width 3.0m Or More | 1,000 | MTON | |||||
| 032 | Construct Recycled AC Wearing Course (AC No.5) with Man Power Paving | 50 | MTON | |||||
| 033 | Construct Recycled AC Wearing Course (AC No.5), Road Width 1.4m- 3.0m | 300 | MTON | |||||
| 034 | Construct Recycled AC Wearing Course (AC No.5), Road Width 3.0m Or More | 1,000 | MTON | |||||
| 035 | Construct AC Surface by Modified Asphalt (AC No.5 Type 2), Road Width 1.4m- 3.0m | 80 | MTON | |||||
| 036 | Construct AC Surface by Modified Asphalt (AC No.5 Type 2), Road Width 3.0m Or More | 300 | MTON | |||||
| 037 | Construct AC Clack Suppression Layer, (Special Modified Hot Mix AC), 15mm thick, Road Width 3.0m Or More | 2,000 | SM | |||||
| Geotextiel Work | 038 | Install Geotextile sheets for pavements | 200 | SM | ||||
| 039 | Digging and Grading for Curbs Work | 240 | CM | |||||
| Curbs and | 040 | Leveling Basis Crushed Stone for Curbs (RC-40, Average thickness 50mm) | 60 | CM | ||||
| Sidewalk Work | 041 | Form Work for Curbs | 100 | SM | ||||
| 042 | Form Work for Curbs & Gutter | 800 | SM | |||||
| 043 | Place Concrete (24-8-25) for Concrete Curbs | 50 | CM | |||||
| 044 | Place Concrete (24-8-25) for Concrete Curbs & Gutter | 150 | CM | |||||
| 045 | Install Precast Type A Block | 500 | LM | |||||
| 046 | Install Precast Type C Block | 200 | LM | |||||
| 047 | Backfill with Excavated Soil | 100 | CM | |||||
| 048 | Backfill with New Soil | 50 | CM | |||||
| 049 | Base Course Restoration for Road (M-25) | 100 | CM | |||||
| 050 | Base Course Restoration (RC-40), 100mm Thick | 60 | CM | |||||
| 051 | Frost Inhibition Course Restoration (RC-40),250mm Thick | 70 | CM | |||||
| 052 | Core Drilling for Snow Pole Hole, 45mm Dia | 100 | EA | |||||
| 053 | Construct Base Course for Sidewalk, (RC-40 100mm Thick) | 300 | SM | |||||
| 054 | Leveling Base Course for Sidewalk (RC-40, Within 50mm) | 100 | CM | |||||
| 055 | Frost Inhibition Course (Sand Pit), 250mm Thick | 30 | CM | |||||
| 056 | Form Work for Sidewalk | 250 | SM | |||||
| 057 | Place Concrete (24-8-25) for Concrete Sidewalk | 100 | CM | |||||
| 058 | Removal and Disposal of Existing Pavement Markings with Griding or Scarifying | 2,000 | LM | |||||
| Paveyment | 059 | Removal and Disposal Existing Pavement Markings with Water Pressure | 500 | LM | ||||
| Markings, | 060 | Minimum Guarantee for Pavement Markings | 1 | LS | ||||
| Traffic Safety | 061 | Install Reflective Marking, White (W=15cm) | 3,000 | LM | ||||
| Work | 062 | Install Hot Applied Reflective Markings, White (W=15cm) | 2,000 | LM | ||||
| 063 | Install Temporary Pavement Striping | 8,000 | LM | |||||
| 064 | Alphanumeric Concrete Curb Marking | 10 | EA | |||||
| 065 | Install Handicap Symbol Marking, White | 2 | EA | |||||
| 066 | Relocate Traffic Sign & Post | 4 | EA | |||||
| 067 | Removal of Existing Grass | 100 | CM | ERROR:#REF! | ||||
| Earth Work, | 068 | Road Excavation, less than 5,000m3 | 100 | CM | ||||
| Sodding, Planting Work | 069 | Construct Embankment for Roadbed with New Soil, Road Width 4.0m or more, 20,000m3 less | 100 | CM | ||||
| 070 | Construct Embankment for Roadbed with New Soil, Road Width 2.5m- 4.0m | 150 | CM | |||||
| 071 | Construct Embankment for Roadbed with New Soil, Road Width 2.5m less | 50 | CM | |||||
| 072 | Construct Embankment for Roadbed with Excavated Soil, Backhoe 0.25m3 | 200 | CM | |||||
| 073 | Slope Surfacing | 200 | SM | |||||
| 074 | Place New Top Soil, 100mm Thick | 100 | CM | |||||
| 075 | Place Sod (Noshiba) | 1,000 | SM | |||||
| 076 | Excavation for Underground Utilities | 150 | CM | |||||
| Sanitary Sewer, | 077 | Install 200mm VU Rib Pipe | 50 | LM | ||||
| Drainage Work | 078 | Install 300mm VU Rib Pipe | 20 | LM | ||||
| 079 | Install Precast Box Culvert 300mm | 8 | LM | |||||
| 080 | Install Precast Box Culvert 400mm | 6 | LM | |||||
| 081 | Install Mechanical Pipe Joint (CP to VU) | 10 | EA | |||||
| 082 | Backfill with Excavated Soil | 60 | CM | |||||
| 083 | Backfill with New Soil | 50 | CM | |||||
| 084 | Sub Base Course Restoration (RC-40), 400mm Thick | 40 | SM | |||||
| 085 | Base Course Restoration (M-25), 150mm Thick | 20 | SM | |||||
| 086 | Raise/Lower Existing Concrete Frame and Grating Cover of Gutter Inlet | 10 | EA | |||||
| 087 | Install New Concrete Frame and Grating Cover (T-20) of Gutter Inlet | 20 | EA | |||||
| 088 | Install New Gutter Inlet with Pre-cast Concrete Structures, Inlet Height 1.3m | 10 | EA | |||||
| 089 | Install New Frame and Grating Cover (T-25) for Catch Basin, 600 mm square | 3 | EA | |||||
| 090 | Install New Frame and Grating Cover (T-25) for Catch Basin, 900 mm square | 3 | EA | |||||
| 091 | Install Precast Catch Basin (600x600x1200) with Grating Cover (T-25) | 3 | EA | |||||
| 092 | Install Precast Catch Basin (900x900x1200) with Grating Cover (T-25) | 3 | EA | |||||
| 093 | Raise/Lower Existing Manhole Frame and Cover | 6 | EA | |||||
| 094 | Install New Manhole Frame and Cover (T-25) | 4 | EA | |||||
| 095 | Install New Manhole with Pre-cast Concrete Structures, Height 1.5m x 900mm Dia | 1 | EA | |||||
| 096 | Install New Manhole with Pre-cast Concrete Structures, Height 1.5m x 1,200mm Dia | 1 | EA | |||||
| Water Line | 097 | Raise/Lower Existing Water Gate Valve Box | 2 | EA | ||||
| Work | 098 | Replace Water Gate Valve Box | 2 | EA | ||||
| 099 | Saw Cutting of Existing AC Pavement, less than 15cm | 3,000 | LM | |||||
| Removal and | 100 | Saw Cutting of Existing AC Pavement, T=15cm - 30cm | 300 | LM | ||||
| Disposal Work | 101 | Saw Cutting of Existing Concrete Pavement, less than 15cm | 50 | LM | ||||
| 102 | Cold Milling of AC Pavement, less than 6cm | 1,500 | SM | |||||
| 103 | Removal of AC Pavements with Soil Stabilizer, less than 30cm | 2,000 | SM | |||||
| 104 | Removal of AC Pavement, less than 10cm | 15,000 | SM | |||||
| 105 | Removal of AC Pavement, T=10cm - 20cm | 1,000 | SM | |||||
| 106 | Removal of Existing Curbs | 100 | LM | |||||
| 107 | Removal of Existing Curbs & Gutter | 1,500 | LM | |||||
| 108 | Removal of Existing Concrete Sidewalks | 2,000 | SM | |||||
| 109 | Removal of Existing Precast Drain Inlet | 30 | EA | |||||
| 110 | Removal of Existing Precast Inlet Frame and Cover | 10 | EA | |||||
| 111 | Existing Concrete Structure Breaking and Chipping | 5 | CM | |||||
| 112 | Removal of Reinforced Concrete by Labor | 5 | CM | |||||
| 113 | Removal of Concrete Pipe | 40 | LM | |||||
| 114 | Removal of PVC Pipe | 20 | LM | |||||
| 115 | Removal of Existing Manhole Frame and Cover | 10 | EA | |||||
| 116 | Removal of Existing Catch Basin (H= 1.5m less) | 6 | EA | |||||
| 117 | Removal of Existing Manhole (H= 1.5m less) | 6 | EA | |||||
| 118 | Removal of Existing Tree and Stump, Circumference of tree less than 20cm | 10 | EA | |||||
| 119 | Removal of Existing Tree and Stump, Circumference of tree 21~30cm | 5 | EA | |||||
| 120 | Hauling and Disposal of Extra Soils/Gravels to Off Base | 300 | CM | |||||
| 121 | Hauling and Disposal of Asphalt Concrete and Cold Milling AC to Off Base | 4,000 | MTON | |||||
| 122 | Hauling and Disposal of Plain Concrete to Off Base | 1,000 | MTON | |||||
| 123 | Hauling and Disposal of Reinforced Concrete to Off Base | 30 | MTON | |||||
| 124 | Hauling and Disposal of Precast Concrete Product to Off Base | 100 | MTON | |||||
| 125 | Hauling and Disposal of Plastics to Off Base | 2 | MTON | |||||
| 126 | Hauling and Disposal of Trees and stump to Off Base | 20 | MTON | |||||
| 127 | Excavation and Grading for Parking Lot | 50 | CM | |||||
| Asphalt Paving | 128 | Leveling Base Course (M-25, Within 50mm) | 30 | CM | ||||
| Work for MFH | 129 | Prime Coat (PK-3) | 800 | SM | ||||
| Carport Area | 130 | Tack Coat (PK-4) | 800 | SM | ||||
| 131 | Construct Recycled AC Intermediate Course (AC No.2) | 100 | MTON | |||||
| 132 | Construct Recycled AC Wearing Course (AC No.5) | 80 | MTON | |||||
| 133 | Digging for Curbs Work | 30 | CM | |||||
| Curbs and | 134 | Leveling Basis Crushed Stone (RC-40, Within 50mm) | 30 | CM | ||||
| Sidewalk for | 135 | Place Concrete (24-8-25) for Concrete Curbs | 5 | CM | ||||
| MFH Carport | 136 | Place Concrete (24-8-25) for Concrete Curbs & Gutter | 20 | CM | ||||
| Area | 137 | Install Precast Type A Block | 50 | LM | ||||
| 138 | Install Precast Type C Block | 30 | LM | ERROR:#REF! | ||||
| 139 | Backfill with Excavated Soil | 50 | CM | |||||
| 140 | Backfill with New Soil | 50 | CM | |||||
| 141 | Base Course Restoration (M-25) , 150mm Thick | 20 | CM | |||||
| 142 | Base Course Restoration (RC-40,) 100mm Thick | 20 | CM | |||||
| 143 | Frost Inhibition Course Restoration (RC-40), 250mm Thick | 10 | CM | |||||
| 144 | Construct Base Course for Sidewalk, (RC-40 100mm Thick) | 300 | SM | |||||
| 145 | Leveling Base Course for Sidewalk (RC-40, Within 50mm) | 50 | CM | |||||
| 146 | Frost Inhibition Course (Sand Pit), 250mm Thick | 50 | CM | |||||
| 147 | Place Concrete (24-8-25) for Concrete Sidewalk | 80 | CM | |||||
| Sanitary Sewer, | 148 | Excavation for Underground Utilities | 50 | CM | ||||
| Drainage Work | 149 | Backfill with Excavated Soil | 50 | CM | ||||
| for MFH | 150 | Backfill with New Soil | 30 | CM | ||||
| Carport Area | 151 | Sub Base Course Restoration (RC-40), 400mm Thick | 80 | SM | ||||
| 152 | Base Course Restoration (M-25), 150mm Thick | 80 | SM | |||||
| 153 | Transportation of Removed Soil, Concrete, AC, Concrete Products and Miscellaneous Material from Construction Site to Stock Yard/on Base | 200 | CM | |||||
| Removal and | 154 | Removal of AC Pavement, less than 10cm | 900 | SM | ERROR:#REF! | |||
| Disposal Work | 155 | Removal of Existing Curbs | 50 | LM | ||||
| for MFH | 156 | Removal of Existing Curbs & Gutter | 200 | LM | ||||
| Carport Area | 157 | Removal of Existing Concrete Sidewalks | 800 | SM | ||||
| 158 | Removal of Existing Precast Drain Inlet | 10 | EA | |||||
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) | 0 |
&10Exhibit A RFP No. FA520526R0001 &10Page &P of &N
Revised per Addendum No. 1
Exhibit B
EXHIBIT B
| MISAWA AB, JAPAN |
| REQUEST FOR PROPOSAL No. FA520526R0001 |
| 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 ¥ | ||
| 001 | GPS Survey for Existing Survey Point (The second grade survey point) | 4 | EA | |||||
| Survey, | 002 | Existing Topographic Survey | 100,000 | SM | ||||
| Test and | ||||||||
| Preparation | 003 | Quantity Survey of Current Condition for Pavement and Construction Area (Standard length of 20m per extension) | 200 | LOT | ||||
| 004 | Quantity Survey of Current Condition for Road Paint Markings | 3,000 | LM | |||||
| 005 | Core Drilling and Sampling of AC or Concrete Pavement of Roads, Parking Lots, and Other Surfaces | 40 | EA | |||||
| 006 | Test Digging of AC Pavement, not to exceed within 1m square x 1.5m depth includes temporary pavement restoration | 20 | EA | |||||
| 007 | Field CBR and Laboratory Test of Roads, Parking Lots and Other Surfaces | 1 | EA | |||||
| 008 | Test Sampling and Site Preparation for Base Stabilization Mixture | 1 | SET | |||||
| 009 | Transportation of Removed Soil, Concrete, AC, Concrete products and Miscellaneous Material from Construction Site to Stock Yard/on Base | 1,000 | CM | |||||
| General | 010 | Construct Formwork for General Civil Concrete Work | 40 | SM | ||||
| Construction | 011 | Install Bollard Sleeve | 7 | EA | ||||
| and Other Work | 012 | Construct Steel Reinforcement Bar | 1 | MTON | ||||
| 013 | Construct Basis Crushed Stone (RC-40), 150mm Thick | 10 | CM | |||||
| 014 | Place Concrete (21-8-25) | 5 | CM | |||||
| 015 | Place Concrete (24-8-25) | 5 | CM | ERROR:#REF! | ||||
| 016 | Install Joint Filler | 200 | SM | |||||
| 017 | Install Sealant (10mm x 5mm) | 1,800 | LM | |||||
| 018 | Contraction Joint with Concrete Saw Cutter | 1,100 | LM | |||||
| 019 | Traffic Regulator (Flag Man) | 800 | MAN/DAY | |||||
| 020 | Placing and Removing Steel Plate, Size 1.5m x 3.0m | 200 | EA/DAY | |||||
| 021 | Construct Subbase Course (RC-40), Max Thickness 400mm | 100 | CM | |||||
| Asphalt | 022 | Construct Base Course (M-25), Max Thickness 150mm | 300 | CM | ||||
| Paving Work | 023 | Leveling Base Course (M-25, Within 50mm) | 500 | CM | ||||
| 024 | Base Stabilization for Pavement, Mix 150mm Thick | 3,000 | SM | |||||
| 025 | Base Stabilization for Pavement, Mix 200mm Thick | 2,000 | SM | |||||
| 026 | Prime Coat (PK-3) | 16,000 | SM | |||||
| 027 | Tack Coat (PK-4) | 2,000 | SM | ERROR:#REF! | ||||
| 028 | Tack Coat (PKM-T) | 10,000 | SM | |||||
| 029 | Construct Recycled AC Intermediate Course (AC No.2) with Man Power Paving | 30 | MTON | |||||
| 030 | Construct Recycled AC Intermediate Course (AC No.2), Road Width 1.4m- 3.0m | 200 | MTON | |||||
| 031 | Construct Recycled AC Intermediate Course (AC No.2), Road Width 3.0m Or More | 1,000 | MTON | |||||
| 032 | Construct Recycled AC Wearing Course (AC No.5) with Man Power Paving | 50 | MTON | |||||
| 033 | Construct Recycled AC Wearing Course (AC No.5), Road Width 1.4m- 3.0m | 300 | MTON | |||||
| 034 | Construct Recycled AC Wearing Course (AC No.5), Road Width 3.0m Or More | 1,000 | MTON | |||||
| 035 | Construct AC Surface by Modified Asphalt (AC No.5 Type 2), Road Width 1.4m- 3.0m | 80 | MTON | |||||
| 036 | Construct AC Surface by Modified Asphalt (AC No.5 Type 2), Road Width 3.0m Or More | 300 | MTON | |||||
| 037 | Construct AC Clack Suppression Layer, (Special Modified Hot Mix AC), 15mm thick, Road Width 3.0m Or More | 2,000 | SM | |||||
| Geotextiel Work | 038 | Install Geotextile sheets for pavements | 200 | SM | ||||
| 039 | Digging and Grading for Curbs Work | 240 | CM | |||||
| Curbs and | 040 | Leveling Basis Crushed Stone for Curbs (RC-40, Average thickness 50mm) | 60 | CM | ||||
| Sidewalk Work | 041 | Form Work for Curbs | 100 | SM | ||||
| 042 | Form Work for Curbs & Gutter | 800 | SM | |||||
| 043 | Place Concrete (24-8-25) for Concrete Curbs | 50 | CM | |||||
| 044 | Place Concrete (24-8-25) for Concrete Curbs & Gutter | 150 | CM | |||||
| 045 | Install Precast Type A Block | 500 | LM | |||||
| 046 | Install Precast Type C Block | 200 | LM | |||||
| 047 | Backfill with Excavated Soil | 100 | CM | |||||
| 048 | Backfill with New Soil | 50 | CM | |||||
| 049 | Base Course Restoration for Road (M-25) | 100 | CM | |||||
| 050 | Base Course Restoration (RC-40), 100mm Thick | 60 | CM | |||||
| 051 | Frost Inhibition Course Restoration (RC-40),250mm Thick | 70 | CM | |||||
| 052 | Core Drilling for Snow Pole Hole, 45mm Dia | 100 | EA | |||||
| 053 | Construct Base Course for Sidewalk, (RC-40 100mm Thick) | 300 | SM | |||||
| 054 | Leveling Base Course for Sidewalk (RC-40, Within 50mm) | 100 | CM | |||||
| 055 | Frost Inhibition Course (Sand Pit), 250mm Thick | 30 | CM | |||||
| 056 | Form Work for Sidewalk | 250 | SM | |||||
| 057 | Place Concrete (24-8-25) for Concrete Sidewalk | 100 | CM | |||||
| 058 | Removal and Disposal of Existing Pavement Markings with Griding or Scarifying | 2,000 | LM | |||||
| Paveyment | 059 | Removal and Disposal Existing Pavement Markings with Water Pressure | 500 | LM | ||||
| Markings, | 060 | Minimum Guarantee for Pavement Markings | 1 | LS | ||||
| Traffic Safety | 061 | Install Reflective Marking, White (W=15cm) | 3,000 | LM | ||||
| Work | 062 | Install Hot Applied Reflective Markings, White (W=15cm) | 2,000 | LM | ||||
| 063 | Install Temporary Pavement Striping | 8,000 | LM | |||||
| 064 | Alphanumeric Concrete Curb Marking | 10 | EA | |||||
| 065 | Install Handicap Symbol Marking, White | 2 | EA | |||||
| 066 | Relocate Traffic Sign & Post | 4 | EA | |||||
| 067 | Removal of Existing Grass | 100 | CM | ERROR:#REF! | ||||
| Earth Work, | 068 | Road Excavation, less than 5,000m3 | 100 | CM | ||||
| Sodding, Planting Work | 069 | Construct Embankment for Roadbed with New Soil, Road Width 4.0m or more, 20,000m3 less | 100 | CM | ||||
| 070 | Construct Embankment for Roadbed with New Soil, Road Width 2.5m- 4.0m | 150 | CM | |||||
| 071 | Construct Embankment for Roadbed with New Soil, Road Width 2.5m less | 50 | CM | |||||
| 072 | Construct Embankment for Roadbed with Excavated Soil, Backhoe 0.25m3 | 200 | CM | |||||
| 073 | Slope Surfacing | 200 | SM | |||||
| 074 | Place New Top Soil, 100mm Thick | 100 | CM | |||||
| 075 | Place Sod (Noshiba) | 1,000 | SM | |||||
| 076 | Excavation for Underground Utilities | 150 | CM | |||||
| Sanitary Sewer, | 077 | Install 200mm VU Rib Pipe | 50 | LM | ||||
| Drainage Work | 078 | Install 300mm VU Rib Pipe | 20 | LM | ||||
| 079 | Install Precast Box Culvert 300mm | 8 | LM | |||||
| 080 | Install Precast Box Culvert 400mm | 6 | LM | |||||
| 081 | Install Mechanical Pipe Joint (CP to VU) | 10 | EA | |||||
| 082 | Backfill with Excavated Soil | 60 | CM | |||||
| 083 | Backfill with New Soil | 50 | CM | |||||
| 084 | Sub Base Course Restoration (RC-40), 400mm Thick | 40 | SM | |||||
| 085 | Base Course Restoration (M-25), 150mm Thick | 20 | SM | |||||
| 086 | Raise/Lower Existing Concrete Frame and Grating Cover of Gutter Inlet | 10 | EA | |||||
| 087 | Install New Concrete Frame and Grating Cover (T-20) of Gutter Inlet | 20 | EA | |||||
| 088 | Install New Gutter Inlet with Pre-cast Concrete Structures, Inlet Height 1.3m | 10 | EA | |||||
| 089 | Install New Frame and Grating Cover (T-25) for Catch Basin, 600 mm square | 3 | EA | |||||
| 090 | Install New Frame and Grating Cover (T-25) for Catch Basin, 900 mm square | 3 | EA | |||||
| 091 | Install Precast Catch Basin (600x600x1200) with Grating Cover (T-25) | 3 | EA | |||||
| 092 | Install Precast Catch Basin (900x900x1200) with Grating Cover (T-25) | 3 | EA | |||||
| 093 | Raise/Lower Existing Manhole Frame and Cover | 6 | EA | |||||
| 094 | Install New Manhole Frame and Cover (T-25) | 4 | EA | |||||
| 095 | Install New Manhole with Pre-cast Concrete Structures, Height 1.5m x 900mm Dia | 1 | EA | |||||
| 096 | Install New Manhole with Pre-cast Concrete Structures, Height 1.5m x 1,200mm Dia | 1 | EA | |||||
| Water Line | 097 | Raise/Lower Existing Water Gate Valve Box | 2 | EA | ||||
| Work | 098 | Replace Water Gate Valve Box | 2 | EA | ||||
| 099 | Saw Cutting of Existing AC Pavement, less than 15cm | 3,000 | LM | |||||
| Removal and | 100 | Saw Cutting of Existing AC Pavement, T=15cm - 30cm | 300 | LM | ||||
| Disposal Work | 101 | Saw Cutting of Existing Concrete Pavement, less than 15cm | 50 | LM | ||||
| 102 | Cold Milling of AC Pavement, less than 6cm | 1,500 | SM | |||||
| 103 | Removal of AC Pavements with Soil Stabilizer, less than 30cm | 2,000 | SM | |||||
| 104 | Removal of AC Pavement, less than 10cm | 15,000 | SM | |||||
| 105 | Removal of AC Pavement, T=10cm - 20cm | 1,000 | SM | |||||
| 106 | Removal of Existing Curbs | 100 | LM | |||||
| 107 | Removal of Existing Curbs & Gutter | 1,500 | LM | |||||
| 108 | Removal of Existing Concrete Sidewalks | 2,000 | SM | |||||
| 109 | Removal of Existing Precast Drain Inlet | 30 | EA | |||||
| 110 | Removal of Existing Precast Inlet Frame and Cover | 10 | EA | |||||
| 111 | Existing Concrete Structure Breaking and Chipping | 5 | CM | |||||
| 112 | Removal of Reinforced Concrete by Labor | 5 | CM | |||||
| 113 | Removal of Concrete Pipe | 40 | LM | |||||
| 114 | Removal of PVC Pipe | 20 | LM | |||||
| 115 | Removal of Existing Manhole Frame and Cover | 10 | EA | |||||
| 116 | Removal of Existing Catch Basin (H= 1.5m less) | 6 | EA | |||||
| 117 | Removal of Existing Manhole (H= 1.5m less) | 6 | EA | |||||
| 118 | Removal of Existing Tree and Stump, Circumference of tree less than 20cm | 10 | EA | |||||
| 119 | Removal of Existing Tree and Stump, Circumference of tree 21~30cm | 5 | EA | |||||
| 120 | Hauling and Disposal of Extra Soils/Gravels to Off Base | 300 | CM | |||||
| 121 | Hauling and Disposal of Asphalt Concrete and Cold Milling AC to Off Base | 4,000 | MTON | |||||
| 122 | Hauling and Disposal of Plain Concrete to Off Base | 1,000 | MTON | |||||
| 123 | Hauling and Disposal of Reinforced Concrete to Off Base | 30 | MTON | |||||
| 124 | Hauling and Disposal of Precast Concrete Product to Off Base | 100 | MTON | |||||
| 125 | Hauling and Disposal of Plastics to Off Base | 2 | MTON | |||||
| 126 | Hauling and Disposal of Trees and stump to Off Base | 20 | MTON | |||||
| 127 | Excavation and Grading for Parking Lot | 50 | CM | |||||
| Asphalt Paving | 128 | Leveling Base Course (M-25, Within 50mm) | 30 | CM | ||||
| Work for MFH | 129 | Prime Coat (PK-3) | 800 | SM | ||||
| Carport Area | 130 | Tack Coat (PK-4) | 800 | SM | ||||
| 131 | Construct Recycled AC Intermediate Course (AC No.2) | 100 | MTON | |||||
| 132 | Construct Recycled AC Wearing Course (AC No.5) | 80 | MTON | |||||
| 133 | Digging for Curbs Work | 30 | CM | |||||
| Curbs and | 134 | Leveling Basis Crushed Stone (RC-40, Within 50mm) | 30 | CM | ||||
| Sidewalk for | 135 | Place Concrete (24-8-25) for Concrete Curbs | 5 | CM | ||||
| MFH Carport | 136 | Place Concrete (24-8-25) for Concrete Curbs & Gutter | 20 | CM | ||||
| Area | 137 | Install Precast Type A Block | 50 | LM | ||||
| 138 | Install Precast Type C Block | 30 | LM | ERROR:#REF! | ||||
| 139 | Backfill with Excavated Soil | 50 | CM | |||||
| 140 | Backfill with New Soil | 50 | CM | |||||
| 141 | Base Course Restoration (M-25) , 150mm Thick | 20 | CM | |||||
| 142 | Base Course Restoration (RC-40,) 100mm Thick | 20 | CM | |||||
| 143 | Frost Inhibition Course Restoration (RC-40), 250mm Thick | 10 | CM | |||||
| 144 | Construct Base Course for Sidewalk, (RC-40 100mm Thick) | 300 | SM | |||||
| 145 | Leveling Base Course for Sidewalk (RC-40, Within 50mm) | 50 | CM | |||||
| 146 | Frost Inhibition Course (Sand Pit), 250mm Thick | 50 | CM | |||||
| 147 | Place Concrete (24-8-25) for Concrete Sidewalk | 80 | CM | |||||
| Sanitary Sewer, | 148 | Excavation for Underground Utilities | 50 | CM | ||||
| Drainage Work | 149 | Backfill with Excavated Soil | 50 | CM | ||||
| for MFH | 150 | Backfill with New Soil | 30 | CM | ||||
| Carport Area | 151 | Sub Base Course Restoration (RC-40), 400mm Thick | 80 | SM | ||||
| 152 | Base Course Restoration (M-25), 150mm Thick | 80 | SM | |||||
| 153 | Transportation of Removed Soil, Concrete, AC, Concrete Products and Miscellaneous Material from Construction Site to Stock Yard/on Base | 200 | CM | |||||
| Removal and | 154 | Removal of AC Pavement, less than 10cm | 900 | SM | ERROR:#REF! | |||
| Disposal Work | 155 | Removal of Existing Curbs | 50 | LM | ||||
| for MFH | 156 | Removal of Existing Curbs & Gutter | 200 | LM | ||||
| Carport Area | 157 | Removal of Existing Concrete Sidewalks | 800 | SM | ||||
| 158 | Removal of Existing Precast Drain Inlet | 10 | EA | |||||
| TOTAL ESTIMATED AMOUNT OF ELINs (Yen) | 0 |
&10Exhibit B RFP No. FA520526R0001 &10Page &P of &N
Revised per Addendum No. 1
File details come from the government source that posted it. Updated .