ATTACHMENT 4_Sports Court Detail.pdf
PDF 164 KB Posted
- Solicitation number
- W912GB21R0031
- Issued by
-
Department of the Army European Command
About this file
This document provides construction specifications for a sports court to be built as part of the Chalabilar Village School in Barda, Azerbaijan. The specifications include requirements for a minimum 4-inch thick concrete slab with #5 continuous rebar or 6x6 welded wire fabric reinforcement placed at 1/3 the depth. The concrete must attain a minimum compressive strength of 3,000 psi within 28 days and be finished with a medium broom texture. A 6-inch concrete turndown is required around the perimeter where the slab meets other structures. The subgrade must consist of a minimum 6-inch layer of compacted material with 98% maximum density. Control and expansion joints are specified along with requirements for slope, drainage, and sealing. The related federal contract opportunity is a solicitation by the Department of the Army European Command to design and construct the Chalabilar Village School under solicitation number W912GB21R0031.
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Other files
| File | Type | Posted |
|---|---|---|
| Government Responses to Bidder Inquiries.pdf | ||
| Attachment 12 ExpOverviewSheet.docx | DOCX document | |
| Attachment 10- Past Performance Questionnaire.pdf | ||
| B.08.03_W912GB21R0031 0002.pdf | ||
| Attachment 11 ExpInfoSheet.docx | DOCX document | |
| A.02.17 Satement of Work_az20_011010_revised.docx | DOCX document | |
| B.08.02.15 Att 10 Site Visit Attendee Worksheet.xlsx | XLSX spreadsheet | |
| ATTACHMENT 7_Bank Letter of Assurance (BLA) Template.docx | DOCX document | |
| ATTACHMENT 10_Commitment Letters.docx | DOCX document | |
| ATTACHMENT 6_Dedication Plaque.pdf | ||
| ATTACHMENT 11_SPECIFICATIONS BINDER.pdf | ||
| ATTACHMENT 1_Location Map.pdf | ||
| ATTACHMENT 3_FuncLay.pdf | ||
| ATTACHMENT 9_VAT Information.docx | DOCX document | |
| ATTACHMENT 5_Structural Calculation Guidline.pdf | ||
| 21R0031 Chalabilar Village School in Azerbaijan Request for Proposal.pdf | ||
| ATTACHMENT 8_Bank Letter of Guarantee (BLG) Template.docx | DOCX document | |
| ATTACHMENT 2_Concept Site Plan.pdf |
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Text version
Minimum thickness of 4''. a 6"x6"turndown with a #5 continuous rebar may be used where slab will abut walls or other pavements Reinforcement Options: 6x6 Wl .4 x Wl .4 Welded Wire Fabric placed at l /3 the depth of the concrete; #5 continuous rebar at perimeter of slab - min. 2" concrete cover for rebar Medium broom finish 3,000 PSI at 28 days ¼"tooled radius edge or chamfered edge Slope: 0.5%Min./1 % Max.
Joint Spacing: Pavement Thickness (Inches)
3.5"
4"
4.5"
5"
6"
Max. Joint Spacing (Feet)
6'
10'
10'
12'
15'
• Control joints may be either tooled in "wet" concrete or sawcut within 18 hours of placement Expansion joints shall be used to separate new concrete whenever it abuts new or existing concrete from curbs, walls and any other rigid pavements/structures
• Expansion joints shall be filled with pre-moulded joint filler, min. requirement ASTM D-175
• All joints shall be sealed with a sealant resistant to both oil and fuel
• Subgrade: Min. 6" compacted subgrade 98% of max. density
ITILE NOT REQUIRED
Concrete (4"minimum)
Compacted
Stone
Components are not drawn to scale.
Welded Wire
Mesh
---#5 Rebar
---6"x6" Concrete
Turndown
-----Compacted Soil
SPORTS COURT DETAIL - CHALABILAR VILLAGE SCHOOL, BARDA, AZERBAIJAN,
RFP SECTION 01010, ATT#4
File details come from the government source that posted it. Updated .