Pricing_Schedule_(Exhibits_A~E).xls
XLS spreadsheet 107 KB Posted
- Attached to
- Airfield Paving IDIQ Federal contract opportunity
- Solicitation number
- FA527017R0007_
About this file
Excel Spreadsheets, Pricing Schedule, Exhibits A~E
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFI's__5.pdf | ||
| Revised_RFI's__4.pdf | ||
| RFI's__4.pdf | ||
| Amendment_03.pdf | ||
| Revised_Pricing_Schedule_18Aug17.xls | XLS spreadsheet | |
| RFI's__3.pdf | ||
| Airfield_Paving_IDIQ,_Pre-Proposal_Conference_Minutes.pdf | ||
| RFI's__2.pdf | ||
| PPQ_cover_letter_2.pdf | ||
| Amendment_02.pdf | ||
| RFI's__1.pdf | ||
| Amendment_01.pdf | ||
| Attachment_4_-_AF_Form_66.pdf | ||
| Attachment_1.pdf | ||
| Exhibit_B_-_Option_Year_One.pdf | ||
| Attachment_2.pdf | ||
| FA5270-17-R-0007.pdf | ||
| Exhibit_E_-_Option_Year_Four.pdf | ||
| Attachment_5_-_Project_Information_Sheet.pdf | ||
| Exhibit_A_-_Base_Year.pdf | ||
| Exhibit_D_-_Option_Year_Three.pdf | ||
| Attachment_6_-_PPQ.pdf | ||
| Exhibit_C_-_Option_Year_Two.pdf | ||
| Attachment_3-OCR.pdf |
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EXHIBIT A
| EXHIBIT A | |||||
| IDIQ AIRFIELD PAVEMENT | |||||
| KADENA AIR BASE, OKINAWA, JAPAN | |||||
| REQUEST FOR PROPOSAL FA5270-17-R-0007 | |||||
| PART I - THE SCHEDULE | |||||
| Offeror (Company Name) ________________________________ Corporate Seal (Han)____________ | |||||
| (BASIC YEAR ) | |||||
| Price | |||||
| Unit of | Estimated | per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| PCC (Portland Cement Concrete) Slab: | |||||
| A001 AA | Construct New PCC Pavement with Plain Concrete | CY | 1,000 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP details page 1,5 and 6. Flexural Strength 45/50- Kg/cm² | |||||
| A001 AB | Construct New PCC Pavement with reinforced Concrete | CY | 500 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP details page 1. Flexural Strength 45/50- Kg/cm². | |||||
| A001 AC | Replace Existing PCC Slab with Plain concrete | CY | 2,000 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1. Flexural Strength 45/50- Kg/cm², TYP details page1,2,3,5 and 6. | |||||
| A001 AD | Replace Existing PCC Slab with Reinforced concrete | CY | 1,500 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. TYP Details #1. Flexural Strength 45/50- Kg/cm², TYP detail page 1,2,3 and 5. | |||||
| A001 AE | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. TYP Detail 11. Flexural Strength 45/50- Kg/cm². | |||||
| A001 AF | Full Depth Spall Repairion | CY | 10 | ||
| Work includes full depth sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, dowel, tie bar, compaction testing and all associated quality control. Perform TYP Detail page12. Flexural Strength 45/50- Kg/cm². | |||||
| A001 AG | Repair concrete crack | LF | 3,000 | ||
| Work includes sawcut/route, cleaning of surface, reseal and removal /disposal of existing concrete , and all associated quality control. TYP Detail page 11 and 10. | |||||
| PCC SLAB JOINT: | |||||
| A001 AH | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| A001 AJ | Construction joint . Provided Doweled | LF | 3,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| A001 AK | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| A001 AL | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , TYP detail page 2,3 and 4. | |||||
| Pavement marking,Rubber removal, Grooving and Grounding: | |||||
| A001 AM | New Pavement Markings with Paint . | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2,UFGS and ETL97-18 for paint & Beads | |||||
| A001 AN | Reflective Beads Type-I | SY | 1,500 | ||
| A001 AP | Reflective Beads Type-III | SY | 1,500 | ||
| A001 AQ | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| A001 AR | Grinding | SY | 200 | ||
| A001 AS | Rubber Removal | SY | 1,500 | ||
| A001 AT | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| AC(Asphalt concrete) pavement: | |||||
| A001 AU | Provide New AC pavement | ||||
| 2"Thk or more-4"Thk or less | SY | 20,000 | |||
| Work includes prime /tack coat , compaction , and AC testing. | |||||
| Surface /wearing ,Binder course and including modify type II AC | |||||
| A001 AV | Provide New AC pavement | ||||
| 4"Thk or more-6"Thk or less | SY | 25,000 | |||
| Work includes prime /tack coat , compaction , and AC testing. | |||||
| Surface /wearing ,Binder course and including modify type II AC | |||||
| A001 AW | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| A001 AX | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| A001 AY | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| A001 AZ | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| A001 BA | Provide crack seal for AC pavement | LF | 300 | ||
| Base, Excavation and Fill material: | |||||
| A001 BB | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| A001 BC | Provide new Sub-Base Course | LF | 1,500 | ||
| Work includes compaction. | |||||
| A001 BD | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| A001 BE | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| A001 BF | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| SODDING: | |||||
| A001 BG | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| A001 BH | Provide new sod | SY | 500 | ||
| A001 BJ | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| A001 BK | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2,000 | ||
| TOTAL BASIC YEAR | ¥ | ||||
| $ 1.00 = ¥ 122.4519 (FY17) | $ |
&CFOR OFFICIAL USE ONLY&RPage &P
EXHIBIT B
| EXHIBIT B | |||||
| IDIQ AIRFIELD PAVEMENT | |||||
| KADENA AIR BASE, OKINAWA, JAPAN | |||||
| REQUEST FOR PROPOSAL FA5270-17-R-0007 | |||||
| PART I - THE SCHEDULE | |||||
| Offeror (Company Name) ________________________________ Corporate Seal (Han)____________ | |||||
| (OPTION YEAR 1 ) | |||||
| Price | |||||
| Unit of | Estimated | per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| PCC (Portland Cement Concrete) Slab: | |||||
| B001 AA | Construct New PCC Pavement with Plain Concrete | CY | 1,000 | - | |
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail page 1 5 and 6. Flexural Strength 45/50- Kg/cm² | |||||
| B001 AB | Construct New PCC Pavement with reinforced Concrete | CY | 500 | - | |
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail 1. Flexural Strength 45/50- Kg/cm². | |||||
| B001 AC | Replace Existing PCC Slab with Plain concrete | CY | 2,000 | - | |
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail 1. Flexural Strength 45/50- Kg/cm², TYP detail page1,2,3,5 and 6. | |||||
| B001 AD | Replace Existing PCC Slab with Reinforced concrete | CY | 1,500 | - | |
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. TYP Detail #1. Flexural Strength 45/50- Kg/cm², TYP detail 1,2,3 and 5. | |||||
| B001 AE | Partial Depth Spall Repair | CY | 15 | - | |
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. and TYP detail 11. Flexural Strength 45/50- Kg/cm². | |||||
| B001 AF | Full Depth Spall Repairion | CY | 10 | - | |
| Work includes full depth sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, dowel, tie bar, compaction testing and all associated quality control. TYP Detail 12. Flexural Strength 45/50- Kg/cm². | |||||
| B001 AG | Repair concrete crack | LF | 3,000 | - | |
| Work includes sawcut/route, cleaning of surface, reseal and removal /disposal of existing concrete , and all associated quality control. TYP Detail 11 and 10. | |||||
| PCC SLAB JOINT: | |||||
| B001 AH | Provide Expansion Joint | LF | 1,000 | - | |
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| B001 AJ | Construction joint . Provided Doweled | LF | 3,000 | - | |
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| B001 AK | Provide Contraction Joint | LF | 5,000 | - | |
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| B001 AL | Replace Joint Seals | LF | 10,000 | - | |
| Providing the new joint sealant which includes: placing, clean surface , TYP detail # 2,3 and 4. | |||||
| Pavement marking,Rubber removal, Grooving and Grounding: | |||||
| B001 AM | New Pavement Markings with Paint and Reflective Beads. | SY | 1,500 | - | |
| Contractor should be follow the ETL 04-2-2,UFGS and ETL 97-18 for Ppaint & Beads | |||||
| UFGS and ETL97-18 | |||||
| B001 AN | Reflective Beads Type-I | SY | 1,500 | ||
| B001 AP | Reflective Beads Type-III | SY | 1,500 | ||
| B001 AQ | Remaval of Existing Pavement markings | SY | 1,500 | - | |
| Work includes surface clean up. | |||||
| B001 AR | Grinding | SY | 200 | - | |
| B001 AS | Rubber Removal | SY | 1,500 | - | |
| B001 AT | Provide new Grounding Points $ Tie Down | EA | 100 | - | |
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| AC(Asphalt concrete) pavement: | |||||
| B001 AU | Provide New AC pavement | ||||
| 2" Thk or more -4" Thk or less | SY | 20,000 | |||
| Work includes prime /tack coat , compaction , and AC testing. | |||||
| Surface /wearing ,Binder course and modify type II AC-2"- 6" Thk AC | |||||
| B001 AV | Provide New AC pavement | ||||
| 4" Thk or more -6" Thk or less | SY | 25,000 | |||
| Work includes prime /tack coat , compaction , and AC testing. | |||||
| Surface /wearing ,Binder course and modify type II AC | |||||
| B001 AW | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | - | ||
| B001 AX | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | - | |
| Work includse prime/tack coat and diposal. | |||||
| B001 AY | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | - | |
| including disposal | |||||
| B001 AZ | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | - | |
| including disposal | |||||
| B001 BA | Provide crack seal for AC pavement | LF | 300 | - | |
| Base, Excavation and Fill material: | |||||
| B001 BB | Provide new Base Course | CY | 1,500 | - | |
| Work includes compaction. | |||||
| B001 BC | Provide new Sub-Base Course | LF | 1,500 | - | |
| Work includes compaction. | |||||
| B001 BD | Excavation | CY | 2,000 | - | |
| Work includes disposal. | |||||
| B001 BE | Provide fill Material | CY | 500 | - | |
| Work includes copmaction. | |||||
| B001 BF | Remove Existing Base & Sub-Base Course | CY | 2,500 | - | |
| Work includes diposal and compaction. | |||||
| SODDING: | |||||
| B001 BG | Provide 2-1/2" thick Topsoil | SY | 500 | - | |
| B001 BH | Provide new sod | SY | 500 | - | |
| B001 BJ | Provide Hydroseeding | SY | 500 | - | |
| Work includes watering and maintenance | |||||
| B001 BK | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2000 | ||
| TOTAL OPTION YEAR 1 | ¥ | ||||
| Upward price-1.5% | $ |
&CFOR OFFICIAL USE ONLY&RPage &P
EXHIBIT C
| EXHIBIT C | |||||
| IDIQ AIRFIELD PAVEMENT | |||||
| KADENA AIR BASE, OKINAWA, JAPAN | |||||
| REQUEST FOR PROPOSAL FA5270-17-R-0007 | |||||
| PART I - THE SCHEDULE | |||||
| Offeror (Company Name) ________________________________ Corporate Seal (Han)____________ | |||||
| (OPTION YEAR 2 ) | |||||
| Price | |||||
| Unit of | Estimated | per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| PCC (Portland Cement Concrete) Slab: | |||||
| C001 AA | Construct New PCC Pavement with Plain Concrete | CY | 1,000 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1#5 and #6. Flexural Strength 45/50- Kg/cm² | |||||
| C001 AB | Construct New PCC Pavement with reinforced Concrete | CY | 500 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1. Flexural Strength 45/50- Kg/cm². | |||||
| C001 AC | Replace Existing PCC Slab with Plain concrete | CY | 2,000 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1. Flexural Strength 45/50- Kg/cm², TYP detail 1,2,3,5 and 6. | |||||
| C001 AD | Replace Existing PCC Slab with Reinforced concrete | CY | 1,500 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. Flexural Strength 45/50- Kg/cm², TYP detail 1,2,3 and 5. | |||||
| C001 AE | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. TYP Detail 11. Flexural Strength 45/50- Kg/cm². | |||||
| C001 AF | Full Depth Spall Repairion | CY | 10 | ||
| Work includes full depth sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, dowel, tie bar, compaction testing and all associated quality control. TYP Detail 12. Flexural Strength 45/50- Kg/cm². | |||||
| C001 AG | Repair concrete crack | LF | 3,000 | ||
| Work includes sawcut/route, cleaning of surface, reseal and removal /disposal of existing concrete , and all associated quality control. TYP Detail 11 and #10. | |||||
| PCC SLAB JOINT: | |||||
| C001 AH | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| C001 AJ | Construction joint . Provided Doweled | LF | 3,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| C001 AK | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| C001 AL | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , plate # 2,3 and 4. | |||||
| Pavement marking,Rubber removal, Grooving and Grounding: | |||||
| C001 AM | New Pavement Markings with Paint . | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2 ,UFGS and ETL97-18 for paint & Beads | |||||
| C001 AN | Reflective Beads Type-I | SY | 1,500 | ||
| C001 AP | Reflective Beads Type-III | SY | 1,500 | ||
| C001 AQ | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| C001 AR | Grinding | SY | 200 | ||
| C001 AS | Rubber Removal | SY | 1,500 | ||
| C001 AT | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| AC(Asphalt concrete) pavement: | |||||
| C001 AU | Provide New AC pavement | ||||
| 2" Thk or more - 4"Thk or less | |||||
| Work includes prime /tack coat , compaction , and AC testing. | SY | 20,000 | |||
| Surface /wearing ,Binder course and modify type II AC | |||||
| C001 AV | Provide New AC pavement | ||||
| 4" Thk or more - 6"Thk or less | SY | 25,000 | |||
| Work includes prime /tack coat , compaction , and AC testing. | |||||
| Surface /wearing ,Binder course and modify type II AC | |||||
| C001 AW | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| C001 AX | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| C001 AY | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| C001 AZ | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| C001 BA | Provide crack seal for AC pavement | LF | 300 | ||
| Base, Excavation and Fill material: | |||||
| C001 BB | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| C001 BC | Provide new Sub-Base Course | LF | 1,500 | ||
| Work includes compaction. | |||||
| C001 BD | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| C001 BE | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| C001 BF | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| SODDING: | |||||
| C001 BG | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| C001 BH | Provide new sod | SY | 500 | ||
| C001 BJ | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| C001 BK | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2000 | ||
| TOTAL OPTION YEAR 2 | ¥ | ||||
| Upward price-1.5% | $ |
&CFOR OFFICIAL USE ONLY&RPage &P
EXHIBIT D
| EXHIBIT D | |||||
| IDIQ AIRFIELD PAVEMENT | |||||
| KADENA AIR BASE, OKINAWA, JAPAN | |||||
| REQUEST FOR PROPOSAL FA5270-17-R-0007 | |||||
| PART I - THE SCHEDULE | |||||
| Offeror (Company Name) ________________________________ Corporate Seal (Han)____________ | |||||
| (OPTION YEAR 3 ) | |||||
| Price | |||||
| Unit of | Estimated | per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| PCC (Portland Cement Concrete) Slab: | |||||
| D001 AA | Construct New PCC Pavement with Plain Concrete | CY | 1,000 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1#5 and #6. Flexural Strength 45/50- Kg/cm² | |||||
| D001 AB | Construct New PCC Pavement with reinforced Concrete | CY | 500 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1. Flexural Strength 45/50- Kg/cm². | |||||
| D001 AC | Replace Existing PCC Slab with Plain concrete | CY | 2,000 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1. Flexural Strength 45/50- Kg/cm², TYP detail #1,2,3,5 and 6. | |||||
| D001 AD | Replace Existing PCC Slab with Reinforced concrete | CY | 1,500 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. TYP Detail #1. Flexural Strength 45/50- Kg/cm², TYP detail #1,2,3 and 5. | |||||
| D001 AE | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. TYP Detail #11. Flexural Strength 45/50- Kg/cm². | |||||
| D001 AF | Full Depth Spall Repairion | CY | 10 | ||
| Work includes full depth sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, dowel, tie bar, compaction testing and all associated quality control. TYP Detail #12. Flexural Strength 45/50- Kg/cm². | |||||
| D001 AG | Repair concrete crack | LF | 3,000 | ||
| Work includes sawcut/route, cleaning of surface, reseal and removal /disposal of existing concrete , and all associated quality control. TYP Detail #11 and #10. | |||||
| PCC SLAB JOINT: | |||||
| D001 AH | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| D001 AJ | Construction joint . Provided Doweled | LF | 3,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| D001 AK | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| D001 AL | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , TYP Detail # 2,3 and 4. | |||||
| Pavement marking,Rubber removal, Grooving and Grounding: | |||||
| D001 AM | New Pavement Markings with Paint. | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2,UFGS and ETL97-18 for paint & Beads | |||||
| D001 AN | Reflective Beads Type-I | SY | 1,500 | ||
| D001 AP | Reflective Beads Type-III | SY | 1,500 | ||
| D001 AQ | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| D001 AR | Grinding | SY | 200 | ||
| D001 AS | Rubber Removal | SY | 1,500 | ||
| D001 AT | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| AC(Asphalt concrete) pavement: | |||||
| D001 AU | Provide New AC pavement | ||||
| 2" Thk or more - 4" Thk or less | |||||
| Work includes prime /tack coat , compaction , and AC testing. | SY | 20,000 | |||
| Surface / wearing, Binder course and including modify typeII AC. | |||||
| D001 AV | Provide New AC pavement | ||||
| 4" Thk or more - 6" Thk or less | SY | 25,000 | |||
| Work includes prime /tack coat , compaction , and AC testing. | |||||
| Surface / wearing, Binder course and including modify typeII AC. | |||||
| D001 AW | Remove AC pavement | ||||
| Surface /wearing ,Binder course and modify type II AC | CY | 1,000 | |||
| D001 AX | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| D001 AY | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal. | |||||
| D001 AZ | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal. | |||||
| D001 BA | Provide crack seal for AC pavement | LF | 300 | ||
| Base, Excavation and Fill material: | |||||
| D001 BB | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| D001 BC | Provide new Sub-Base Course | LF | 1,500 | ||
| Work includes compaction. | |||||
| D001 BD | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| D001 BE | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| D001 BF | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| SODDING: | |||||
| D001 BG | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| D001 BH | Provide new sod | SY | 500 | ||
| D001 BJ | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| D001 BK | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2000 | ||
| TOTAL OPTION YEAR 3 | ¥ | ||||
| Upward price-1.5% | $ |
&CFOR OFFICIAL USE ONLY&RPage &P
EXHIBIT E
| EXHIBIT E | |||||
| IDIQ AIRFIELD PAVEMENT | |||||
| KADENA AIR BASE, OKINAWA, JAPAN | |||||
| REQUEST FOR PROPOSAL FA5270-17-R-0007 | |||||
| PART I - THE SCHEDULE | |||||
| Offeror (Company Name) ________________________________ Corporate Seal (Han)____________ | |||||
| (OPTION YEAR 4 ) | |||||
| Price | |||||
| Unit of | Estimated | per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| PCC (Portland Cement Concrete) Slab: | |||||
| E001 AA | Construct New PCC Pavement with Plain Concrete | CY | 1,000 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail 1, 5, and 6. Flexural Strength 45/50- Kg/cm² | |||||
| E001 AB | Construct New PCC Pavement with reinforced Concrete | CY | 500 | ||
| Work includes excavation, removal of top soil, disposal , sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail 1, 5, and 6. Flexural Strength 45/50- Kg/cm². | |||||
| E001 AC | Replace Existing PCC Slab with Plain concrete | CY | 2,000 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. Perform IAW Section 32 13 11 and TYP detail #1. Flexural Strength 45/50- Kg/cm², TYP detail 1,2,3,5 and 6. | |||||
| E001 AD | Replace Existing PCC Slab with Reinforced concrete | CY | 1,500 | ||
| Work includes excavation, removal /disposal of existing concrete , sawcut, sub grade compaction, and all associated quality control and compaction testing. TYP Detail 1. Flexural Strength 45/50- Kg/cm², TYP detail #1,2,3 and 5. | |||||
| E001 AE | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. TYP Detail #11. Flexural Strength 45/50- Kg/cm². | |||||
| E001 AF | Full Depth Spall Repairion | CY | 10 | ||
| Work includes full depth sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, dowel, tie bar, compaction testing and all associated quality control. TYP Detail #12. Flexural Strength 45/50- Kg/cm². | |||||
| E001 AG | Repair concrete crack | LF | 3,000 | ||
| Work includes sawcut/route, cleaning of surface, reseal and removal /disposal of existing concrete , and all associated quality control. TYP Detail #11 and #10. | |||||
| PCC SLAB JOINT: | |||||
| E001 AH | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| E001 AJ | Construction joint . Provided Doweled | LF | 3,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| E001 AK | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| E001 AL | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , plate # 2,3 and 4. | |||||
| Pavement marking,Rubber removal, Grooving and Grounding: | |||||
| E001 AM | New Pavement Markings with Paint . | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2 ,UFGS and ETL 97-18 for paint & Beads | |||||
| E001 AN | Reflectice Beads Type-I | SY | 1,500 | ||
| E001 AP | Reflectice Beads Type-III | SY | 1,500 | ||
| E001 AQ | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| E001 AR | Grinding | SY | 200 | ||
| E001 AS | Rubber Removal | SY | 1,500 | ||
| E001 AT | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| AC(Asphalt concrete) pavement: | |||||
| E001 AU | Provide New AC pavement | ||||
| 2" Thk or more - 4" Thk or less | |||||
| Work includes prime /tack coat , compaction , and AC testing. | SY | 20,000 | |||
| Surface /wearing ,Binder course and including modify type II AC | |||||
| E001 AV | Provide New AC pavement | ||||
| 4" Thk or more - 6"Thk or less | |||||
| Work includes prime /tack coat , compaction , and AC testing. | SY | 25,000 | |||
| Surface /wearing ,Binder course and including modify type II AC | |||||
| E001 AW | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| 2"-6" Thk AC | |||||
| E001 AX | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| E001 AY | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| E001 AZ | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| E001 BA | Provide crack seal for AC pavement | LF | 300 | ||
| Base, Excavation and Fill material: | |||||
| E001 BB | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| E001 BC | Provide new Sub-Base Course | LF | 1,500 | ||
| Work includes compaction. | |||||
| E001 BD | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| E001 BE | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| E001 BF | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| SODDING: | |||||
| E001 BG | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| E001 BH | Provide new sod | SY | 500 | ||
| E001 EJ | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| E001 EK | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2,000 | ||
| TOTAL OPTION YEAR 4 | ¥ | ||||
| Upward price-1.5% | $ |
&CFOR OFFICIAL USE ONLY&RPage &P
File details come from the government source that posted it. Updated .