RFQ attachment - pictures (Amendment 1).pdf
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- Solicitation number
- AMDTCRQ2401617
About this file
This document is a Request for Quotation (RFQ) for the demolition and removal of large reinforced concrete specimens for the National Institute of Standards and Technology (NIST). The RFQ includes a Statement of Work (SOW) that details the required work, including the demolition of four wall specimens, two large slabs, two large cross beams, and four sets of beam-column connection specimens. The RFQ is set aside for small businesses under NAICS code 238910 - Site Preparation Contractors, with a size standard of $19 million. A site visit is scheduled for May 23, 2024, and quotations are due by a date not specified in the document. The award will be made on a best value trade-off basis, considering technical capability, corporate experience, and price. The applicable Service Contract Act wage determination is included as an attachment.
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Other files
| File | Type | Posted |
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| Picture - Amendment 002.pdf | ||
| n1260.pdf | ||
| QA amendment 002-final.pdf | ||
| Amendment 002 attachment - SOW_final.pdf | ||
| DBA Wage Determination - 20240053.pdf | ||
| dn52.pdf | ||
| Pricing Spreadsheet.xlsx | XLSX spreadsheet | |
| RFQ attachment - Statement of Work (Amendment 1).pdf | ||
| RFQ attachment - FAR provisions.docx | DOCX document | |
| RFQ attachment - Statement of Work.pdf | ||
| RFQ attachment - Service Contract Act WD_15-4269.pdf |
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Text version
| STATEMENT | OF | WORK | ‐ | ATTACHMENT | |||||
| Title: | Demolition | and | Removal | of | Large | Reinforced | Concrete | Specimens | |
| Requesting | Lab: | Engineering | Laboratory |
ATTACHMENTS – DOCUMENTATION AND PICTURES
Baseline Tasks – Documentation (SOW Section IV)
Figure 1: Large Reinforced Concrete Blocks – inside env. chamber A140
Figure 2: Large Reinforced Concrete Blocks – Typical Reinforcement
Figure 3: Layout of Large Reinforced Concrete Blocks – inside env. chamber A140
Outside Doors –
11’‐10” (W) x 12’‐2” (H)
Optional Tasks – Documentation (see Section V)
Task 3 – Demolition of four (4) wall specimens
Outside Doors – 11’‐10” (W) x 12’‐2” (H)
Access to Block Specimens inside chamber A140
Figure 4: Typical wall specimen – stored outside env. chamber A140
Figure 5: Typical wall specimen – dimensions
Approx.
3,400 lbs.
Approx.
7,000 lbs.
Approx.
3,900 lbs.
Figure 6: Typical wall specimen – reinforcement details
Foundation Reinforcement Top Cap Reinforcement
Figure 7: Typical wall specimen – Foundation and Top Cap Reinforcement details
Task 4 – Demolition of (2) large slabs outside Bldg. 226
Slab#1: 14’-8” (L) x 6’-6” (W) x 1’-8” (H) => approx. 25,000 lbs.
Slab#2: 7’-5” (L) x 6’-6” (W) x 1’-8” (H)=> approx. 12,500 lbs.
Figure 8: Two large slabs – dimensions
Task 5 – Demolition of (2) large cross beams
Each cross beam - approx. 3,825 lbs. => total of approx. 7,650 lbs.
Figure 9: Two large cross beams – dimensions
Task 6 ‐ Demolition of (4) sets beam‐column connections specimens
Beam panels: 9’-10” (L) x 3’-3” (W) x 7.5” (H)
Columns: 5’ (L) x 2’ (W) x 1.5’ (H)
Figure 10: Four sets beam-column connections specimens – dimensions (2 sets are shown in Figure 10)
Figure 11: Typical Detail reinforcement - beams
Figure 12: Typical Detail reinforcement - columns
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