Attachment_7_-_Revised_Seed_SOW_Bldg_260_Paving_Project.docx
DOCX document 14 KB Posted
- Attached to
- Paving IDIQ Federal contract opportunity
- Solicitation number
- FA4528-19-R-A005
About this file
Attachment 7 Revised SOW
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SF_30.pdf | ||
| Attachment_13_-_Questions_and_Answers.docx | DOCX document | |
| Attachment__8_-_Revised_Seed_Drawings_Bldg_260_Paving_Project.pdf | ||
| Attachment_6_-_Client_Authorization_Letter.docx | DOCX document | |
| Attachment_11_-_Section_L.docx | DOCX document | |
| Attachment_8_-_Seed_Drawings_Bldg_260_Paving_Project.pdf | ||
| Attachment_10_-_Financial_Responsibility.docx | DOCX document | |
| Solicitation_-_FA452819RA005.pdf | ||
| Attachment_2_-_DBA_Wage_Determination_4_Jan_19.pdf | ||
| Attachment_9_-_FOPR_for_Seed_Project.docx.pdf | ||
| Attachment_4_-_Subcontractor_Consent_Letter_ex.pdf | ||
| Attachment_7_-_Seed_SOW_Bldg_260_Paving_Project.docx | DOCX document | |
| Attachment_1_-_Paving_IDIQ_Specifications.pdf | ||
| Attachment_5_-_MACC_Provisions.docx | DOCX document | |
| Attachment_12_-_Section_M.docx | DOCX document | |
| Attachment_3_-_Past_Performance_Questionnaire_(PPQ).docx | DOCX document |
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Text version
Scope of Work Pavements Repair IDIQ Seed Project Bldg. 260 Parking Lot Attachment 7 – 25 Feb 2019
1. Mill 2 inches of existing asphalt pavement (approximately 1,400 SY)
2. Demolish concrete slab (approximately 40 SY and 8 inches thick)
3. Full depth ACC patch 6” depth using 2” lifts (approximately 40 SY)
4. Overlay 2 inches of PG 58-34 AC Hot Mix Asphalt (approximately 1,400 SY)
a. New pavement shall be graded to ensure proper drainage and shall transition to match existing pavements.
b. New pavement shall align with existing manholes to ensure there are no raised edges between the manholes and the asphalt.
c. New pavement shall align with existing concrete pads and aprons to ensure smooth transitions between them.
d. Overlay shall include a bituminous tack coat placed on the underlying layer.
5. Remove and dispose of concrete curb and gutter (approximately 550 LF)
6. Place new PCC curb and gutter (approximately 550 LF)
7. Measure and verify all existing pavement markings and then replicate these marking on the new pavement (approximately 720 LF 4” wide)
8. All work is to be done in compliance with the provided specifications Note: All quantities are approximated and will need to be verified by the contractor.
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