Revised_Pricing_Schedule_18Aug17.xls
XLS spreadsheet 106 KB Posted
- Attached to
- Airfield Paving IDIQ Federal contract opportunity
- Solicitation number
- FA527017R0007_
About this file
Revised Excel Pricing Schedule, Exhibits A~E
View the file
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 | ||
| 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 | ||
| Pricing_Schedule_(Exhibits_A~E).xls | XLS spreadsheet | |
| Attachment_4_-_AF_Form_66.pdf | ||
| Attachment_1.pdf | ||
| Exhibit_B_-_Option_Year_One.pdf | ||
| Exhibit_E_-_Option_Year_Four.pdf | ||
| Attachment_5_-_Project_Information_Sheet.pdf | ||
| Exhibit_A_-_Base_Year.pdf | ||
| Attachment_2.pdf | ||
| FA5270-17-R-0007.pdf | ||
| Exhibit_D_-_Option_Year_Three.pdf | ||
| Attachment_6_-_PPQ.pdf | ||
| Exhibit_C_-_Option_Year_Two.pdf | ||
| Attachment_3-OCR.pdf |
Show all 24
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BY
| 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 ) | |||||
| Unit of | Estimated | Price per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| A001 | PCC (Portland Cement Concrete) Slab: | ||||
| AA01 | 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 detail page 1,5 and 6. Flexural Strength 45/50- Kg/cm² | |||||
| AB01 | 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 detail page 1. Flexural Strength 45/50- Kg/cm². | |||||
| AC01 | 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 detail Plate #1. Flexural Strength 45/50- Kg/cm², detail page1,2,3,5 and 6. | |||||
| AD01 | 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. Detail Plate #1. Flexural Strength 45/50- Kg/cm², detail page 1,2,3 and 5. | |||||
| AE01 | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. Detail 11. Flexural Strength 45/50- Kg/cm². | |||||
| AF01 | 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 Detail page12. Flexural Strength 45/50- Kg/cm². | |||||
| AG01 | 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. Detail page 11 and 10. | |||||
| A002 | PCC SLAB JOINT: | ||||
| AA02 | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| AB02 | 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. | |||||
| AC02 | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| AD02 | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , detail page 2,3 and 4. | |||||
| A003 | Pavement marking,Rubber removal, Grooving and Grounding: | ||||
| AA03 | New Pavement Markings with Paint . | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2,UFGS and ETL97-18 for paint & Beads | |||||
| AB03 | Reflective Beads Type-I | SY | 1,500 | ||
| AC03 | Reflective Beads Type-III | SY | 1,500 | ||
| AD03 | Removal of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| AE03 | Grooving | SY | 200 | ||
| AF03 | Rubber Removal | SY | 1,500 | ||
| AG03 | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| A004 | AC(Asphalt concrete) pavement: | ||||
| AA04 | 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 | |||||
| AB04 | 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 | |||||
| AC04 | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| AD04 | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| AE04 | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| AF04 | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| AG04 | Provide crack seal for AC pavement | LF | 300 | ||
| A005 | Base, Excavation and Fill material: | ||||
| AA05 | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| AB05 | Provide new Sub-Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| AC05 | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| AD05 | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| AE05 | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| A006 | SODDING: | ||||
| AA06 | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| AB06 | Provide new sod | SY | 500 | ||
| AC06 | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| A007 | SODIUM SILICATE COATING | ||||
| AA07 | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2,000 | ||
| TOTAL BASIC YEAR 1 | ¥ | ||||
| $ 1.00 = ¥ 122.4519 (FY17) | $ |
&CFOR OFFICIAL USE ONLY&RPage &P
OP-1
| 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 ) | |||||
| Unit of | Estimated | Price per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| B001 | PCC (Portland Cement Concrete) Slab: | ||||
| BA01 | 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 detail page 1 5 and 6. Flexural Strength 45/50- Kg/cm² | |||||
| BB01 | 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 detail 1. Flexural Strength 45/50- Kg/cm². | |||||
| BC01 | 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 detail 1. Flexural Strength 45/50- Kg/cm², detail page1,2,3,5 and 6. | |||||
| BD01 | 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. Detail #1. Flexural Strength 45/50- Kg/cm², detail 1,2,3 and 5. | |||||
| BE01 | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. and detail 11. Flexural Strength 45/50- Kg/cm². | |||||
| BF01 | 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. Detail 12. Flexural Strength 45/50- Kg/cm². | |||||
| BG01 | 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. Detail 11 and 10. | |||||
| B002 | PCC SLAB JOINT: | ||||
| BA02 | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| BB02 | 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. | |||||
| BC02 | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| BD02 | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , detail # 2,3 and 4. | |||||
| B003 | Pavement marking,Rubber removal, Grooving and Grounding: | ||||
| BA03 | 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 | |||||
| BB03 | Reflective Beads Type-I | SY | 1,500 | ||
| BC03 | Reflective Beads Type-III | SY | 1,500 | ||
| BD03 | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| BE03 | Grooving | SY | 200 | ||
| BF03 | Rubber Removal | SY | 1,500 | ||
| BG03 | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| B004 | AC(Asphalt concrete) pavement: | ||||
| BA04 | 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 | |||||
| BB04 | 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 | |||||
| BC04 | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| BD04 | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| BE04 | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| BF04 | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| BG04 | Provide crack seal for AC pavement | LF | 300 | ||
| B005 | Base, Excavation and Fill material: | ||||
| BA05 | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| BB05 | Provide new Sub-Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| BC05 | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| BD05 | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| BE05 | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| B006 | SODDING: | ||||
| BA06 | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| BB06 | Provide new sod | SY | 500 | ||
| BC06 | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| B007 | SODIUM SILICATE COATING | ||||
| BA07 | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2000 | ||
| TOTAL OPTION YEAR 1 | ¥ | ||||
| Upward price-1.5% |
&CFOR OFFICIAL USE ONLY&RPage &P
OP-2
| 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 ) | |||||
| Unit of | Estimated | Price per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| C001 | PCC (Portland Cement Concrete) Slab: | ||||
| CA01 | 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 detail #1#5 and #6. Flexural Strength 45/50- Kg/cm² | |||||
| CB01 | 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 detail #1. Flexural Strength 45/50- Kg/cm². | |||||
| CC01 | 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 detail Plate #1. Flexural Strength 45/50- Kg/cm², detail 1,2,3,5 and 6. | |||||
| CD01 | 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, detail 1,2,3 and 5. | |||||
| CE01 | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. Detail 11. Flexural Strength 45/50- Kg/cm². | |||||
| CF01 | 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. Detail 12. Flexural Strength 45/50- Kg/cm². | |||||
| CG01 | 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. Detail 11 and #10. | |||||
| C002 | PCC SLAB JOINT: | ||||
| CA02 | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| CB02 | 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. | |||||
| CC02 | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| CD02 | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , plate # 2,3 and 4. | |||||
| C003 | Pavement marking,Rubber removal, Grooving and Grounding: | ||||
| CA03 | New Pavement Markings with Paint . | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2 ,UFGS and ETL97-18 for paint & Beads | |||||
| CB03 | Reflective Beads Type-I | SY | 1,500 | ||
| CC03 | Reflective Beads Type-III | SY | 1,500 | ||
| CD03 | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| CE03 | Grooving | SY | 200 | ||
| CF03 | Rubber Removal | SY | 1,500 | ||
| CG03 | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| C004 | AC(Asphalt concrete) pavement: | ||||
| CA04 | 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 | |||||
| CB04 | 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 | |||||
| CC04 | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| CD04 | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| CE04 | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| CF04 | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| CG04 | Provide crack seal for AC pavement | LF | 300 | ||
| C005 | Base, Excavation and Fill material: | ||||
| CA05 | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| CB05 | Provide new Sub-Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| CC05 | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| CD05 | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| CE05 | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| C006 | SODDING: | ||||
| CA06 | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| CB06 | Provide new sod | SY | 500 | ||
| CC06 | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| C007 | SODIUM SOLICATE COATING | ||||
| 2007 | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2000 | ||
| TOTAL OPTION YEAR 2 | ¥ | ||||
| Upward price-1.5% |
&CFOR OFFICIAL USE ONLY&RPage &P
OP-3
| 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 ) | |||||
| Unit of | Estimated | Per per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| D001 | PCC (Portland Cement Concrete) Slab: | ||||
| DA01 | 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 detail #1#5 and #6. Flexural Strength 45/50- Kg/cm² | |||||
| DB01 | 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 detail #1. Flexural Strength 45/50- Kg/cm². | |||||
| DC01 | 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 detail #1. Flexural Strength 45/50- Kg/cm², detail #1,2,3,5 and 6. | |||||
| DD01 | 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. Detail #1. Flexural Strength 45/50- Kg/cm², detail #1,2,3 and 5. | |||||
| DE01 | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. Detail #11. Flexural Strength 45/50- Kg/cm². | |||||
| DF01 | 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. Detail #12. Flexural Strength 45/50- Kg/cm². | |||||
| DG01 | 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. Detail #11 and #10. | |||||
| D002 | PCC SLAB JOINT: | ||||
| DA02 | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| DB02 | 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. | |||||
| DC02 | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| DD02 | Replace Joint Seals | LF | 10,000 | ||
| Providing the new joint sealant which includes: placing, clean surface , Detail # 2,3 and 4. | |||||
| D003 | Pavement marking,Rubber removal, Grooving and Grounding: | ||||
| DA03 | New Pavement Markings with Paint. | SY | 1,500 | ||
| Contractor should be follow the ETL 04-2-2,UFGS and ETL97-18 for paint & Beads | |||||
| DB03 | Reflective Beads Type-I | SY | 1,500 | ||
| DC03 | Reflective Beads Type-III | SY | 1,500 | ||
| DD03 | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| DE03 | Grooving | SY | 200 | ||
| DF03 | Rubber Removal | SY | 1,500 | ||
| DG03 | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| D004 | AC(Asphalt concrete) pavement: | ||||
| DA04 | 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. | |||||
| DB04 | 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. | |||||
| DC04 | Remove AC pavement | ||||
| Surface /wearing ,Binder course and modify type II AC | CY | 1,000 | |||
| DD04 | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| DE04 | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal. | |||||
| DF04 | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal. | |||||
| DG04 | Provide crack seal for AC pavement | LF | 300 | ||
| D005 | Base, Excavation and Fill material: | ||||
| DA05 | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| DB05 | Provide new Sub-Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| DC05 | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| DD05 | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| DE05 | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| D006 | SODDING: | ||||
| DA06 | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| DB06 | Provide new sod | SY | 500 | ||
| DC06 | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| D007 | SODIUM SILICATE COATING | ||||
| DA07 | Sodium Silicate Coating(Perform ETL 14-2) | SY | 2000 | ||
| TOTAL OPTION YEAR 3 | ¥ | ||||
| Upward price-1.5% |
&CFOR OFFICIAL USE ONLY&RPage &P
OP-4
| 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 ) | |||||
| Unit of | Estimated | Price per | Estimated | ||
| SUBLINE | Description | Measure | Quantity | Unit | Amount |
| (YEN) | (YEN) | ||||
| E001 | PCC (Portland Cement Concrete) Slab: | ||||
| EA01 | 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 detail 1,5, and6. Flexural Strength 45/50- Kg/cm² | |||||
| EB01 | 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 detail 1,5 and 6. Flexural Strength 45/50- Kg/cm². | |||||
| EC01 | 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 detail Plate #1. Flexural Strength 45/50- Kg/cm², detail 1,2,3,5 and 6. | |||||
| ED01 | 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. Detail 1. Flexural Strength 45/50- Kg/cm², detail #1,2,3 and 5. | |||||
| EE01 | Partial Depth Spall Repair | CY | 15 | ||
| Work includes sawcut, removal /disposal of existing concrete , apply epoxy resin adhesive, and all associated quality control. Detail #11. Flexural Strength 45/50- Kg/cm². | |||||
| EF01 | 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. Detail #12. Flexural Strength 45/50- Kg/cm². | |||||
| EG01 | 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. Detail #11 and #10. | |||||
| E002 | PCC SLAB JOINT: | ||||
| EA02 | Provide Expansion Joint | LF | 1,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| EB02 | 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. | |||||
| EC02 | Provide Contraction Joint | LF | 5,000 | ||
| Providing the new dowel bar which includes: placing, paint and grease. All slab edging rounded 1/8inch radius. | |||||
| ED02 | 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: | |||||
| EA03 | 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 | |||||
| EB03 | Reflectice Beads Type-I | SY | 1,500 | ||
| EC03 | Reflectice Beads Type-III | SY | 1,500 | ||
| ED03 | Remaval of Existing Pavement markings | SY | 1,500 | ||
| Work includes surface clean up. | |||||
| EE03 | Grooving | SY | 200 | ||
| EF03 | Rubber Removal | SY | 1,500 | ||
| EG03 | Provide new Grounding Points $ Tie Down | EA | 100 | ||
| Work includes removal and replace existing grounding | |||||
| with concrete pad. | |||||
| E004 | AC(Asphalt concrete) pavement: | ||||
| EA04 | 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 | |||||
| EB04 | 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 | |||||
| EC04 | Remove AC pavement | ||||
| Work includes removal and disposal ,sawcut and excavation | CY | 1,000 | |||
| 2"-6" Thk AC | |||||
| ED04 | Mill and Overlay 2"-4" thk AC pavement | SY | 6,000 | ||
| Work includse prime/tack coat and diposal. | |||||
| EE04 | AC removal by Cold Planning, up to 2" thick | SY | 10,000 | ||
| including disposal | |||||
| EF04 | AC removal by Cold Planning, more than 2" thick | SY | 15,000 | ||
| including disposal | |||||
| EG04 | Provide crack seal for AC pavement | LF | 300 | ||
| E005 | Base, Excavation and Fill material: | ||||
| EA05 | Provide new Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| EB05 | Provide new Sub-Base Course | CY | 1,500 | ||
| Work includes compaction. | |||||
| EC05 | Excavation | CY | 2,000 | ||
| Work includes disposal. | |||||
| ED05 | Provide fill Material | CY | 500 | ||
| Work includes copmaction. | |||||
| EE05 | Remove Existing Base & Sub-Base Course | CY | 2,500 | ||
| Work includes diposal and compaction. | |||||
| E006 | SODDING: | ||||
| EA06 | Provide 2-1/2" thick Topsoil | SY | 500 | ||
| EB06 | Provide new sod | SY | 500 | ||
| EC06 | Provide Hydroseeding | SY | 500 | ||
| Work includes watering and maintenance | |||||
| E007 | SODIUM SILICATE COATING | ||||
| EA07 | 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 .