Exhibit_E_-_Option_Year_Four.pdf
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- Attached to
- Airfield Paving IDIQ Federal contract opportunity
- Solicitation number
- FA527017R0007_
About this file
Exhibit E - Option Year Four Pricing Schedule
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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 | ||
| Pricing_Schedule_(Exhibits_A~E).xls | XLS spreadsheet | |
| 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 | ||
| 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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Text version
B-1 Project Description: Project LXEZ 172664, AIRFIELD PAVEMENT, IDIQ for Airfield Pavement
KADENA AIR BASE. The contractor will provide all supervision, materials, equipment, tools, labor, etc., required to perform the work items included in this Schedule to repair existing pavement or to install new concrete /asphalt, replace existing sealant and repaint marking Various Locations, Okinawa, Japan.
The work includes, but is not limited to: Pavement shoulder, spall, crack and patching repair, install re-bar, construction , contraction and expansion joint with dowel/tie bar. Provide hydroseeding, base course& sub base work and other miscellaneous work.
B-2 Place of Performance:
All work under this project will be performed in the following areas, Runway, Taxiway, Aircraft parking apron, shoulder and over run areas. Kadena Air Base , Okinawa, Japan.
B-3 Period of Performance:
Each Delivery Order will be assigned its own period of performance
B-4 Pricing Schedule: Price will be submitted in yen. Unit pricing for each CLIN item shall include all labor, materials, equipment, tools, transportation, field investigations, quality control, testing, mobilization, demobilization, overhead, profit, bonding, etc. for a complete work item in accordance with the specification.
Price
Unit of Estimated per Estimated
CLIN Description Measure Quantity Unit Amount
(YEN) (YEN)
E001 PCC (Portland Cement Concrete) Slab:
EA01 Construct New PCC Pavement with Plain Concrete CY 1,000
(OPTION YEAR 4 )
IDIQ
AIRFIELD PAVEMENT
KADENA AIR BASE, OKINAWA, JAPAN
PART I - THE SCHEDULE
SECTION B ( CONTRACTOR )
SUPPLIES OR SERVICES AND PRICES
FOR OFFICIAL USE ONLY Page 1
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
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 TYP 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 TYP detail #1. Flexural Strength 45/50- Kg/cm², TYP 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. TYP Detail 1. Flexural Strength 45/50-
Kg/cm², TYP 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.
TYP 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. TYP 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. TYP 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
FOR OFFICIAL USE ONLY Page 2
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.
E003 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 Grinding 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
FOR OFFICIAL USE ONLY Page 3
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 LF 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
FOR OFFICIAL USE ONLY Page 4
FOR OFFICIAL USE ONLY Page 5
File details come from the government source that posted it. Updated .