A21._Amendment__01_W91QVN-18-R-0100-0001.docx
DOCX document 33 KB Posted
- Attached to
- Repair Pavement near Bldg #504, Cp Casey
- Solicitation number
- W91QVN18R0100
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Amendment #0001
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Other files
| File | Type | Posted |
|---|---|---|
| H01._Revised_Drawing_files___172322.pdf | ||
| A21._W91QVN-18-R-0100.docx | DOCX document | |
| H03._Submittal_Register___172322.xlsx | XLSX spreadsheet | |
| H01._Drawing_files___172322.pdf |
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Text version
W91QVN18R0100
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION A - SOLICITATION/CONTRACT FORM
The required response date/time has changed from 27-Apr-2018 01:00 PM to 02-May-2018 01:00 PM.
SECTION C - DESCRIPTIONS AND SPECIFICATIONS
The following have been modified:
NON-WORK PLAN TASK ORDER OF W91QVN-18-R-0100
REPAIR PAVEMENT NEAR BUILDING NO. 504 AT CAMP CASEY
TECHNICAL PROVISIONS - I
STATEMENT OF WORK
PROJECT NO TITLE LOCATION
172322 Repair pavement near building No. 504 Camp Casey
1. DESCRIPTION: The work to be performed to repair pavement near building No. 504 is described below and executed by one or more of the groups.
1.1. Work by Contractor: The contractor shall provide all labor, tools, equipment, supplies and any other resources necessary to accomplish the scope of work contained herein as indicated in the drawings and in accordance with the specifications.
1.2. Work by In-House Labor: Not applicable to this project.
1.3. Work by Troop Labor: Not applicable to this project.
2. PRINCIPAL FEATURES: This project includes the following principal features:
2.1. Schedule #I, Repair (K): All work shall be in accordance with the attached drawings and specifications.
2.1.1. Civil Work
2.1.1.1. Perform density tests to determine the location where need to do deep patching, especially for the area where heavily depressed, heavily cracked, or sublayers are failed its function.
2.1.1.2. Deep patching work shall be done for the locations where required by test result or designated by the COR before Asphalt Concrete (AC) surface course work.
2.1.1.3. Mill existing AC surface course and overlay 75mm thickness AC surface course. Smooth ride connection should be applied for the existing structures.
2.1.1.4. Tack coat should be applied on the existing structure surface where meet the new AC pavement.
2.1.1.5. Restore all existing pavement markings.
2.1.1.6. Replace Portland Cement Concrete (PCC) pavement with reinforced PCC pavement.
2.1.1.7. Replace concrete sidewalk and granite stone curb with new. (Drawing No. C-2)
(End of Summary of Changes) image1.wmf
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