Specs_Page_10_section_33_30_00EN.pdf
PDF 72 KB Posted
- Attached to
- Repair Sewer Lines Area 1 Federal contract opportunity
- Solicitation number
- FA5575-18-B-0001
About this file
Specifications in English
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation_-_FA557519BA002_(1).pdf | ||
| Spanish_Specifications_17-1006.pdf | ||
| 06_Cost_Estimate_17-1006_KTR.xls | XLS spreadsheet | |
| Submittals_AF66_17-1006.xlsx | XLSX spreadsheet | |
| Drawings_17-1006.pdf | ||
| English_Specifications_17-1006.pdf | ||
| FA5575-18-B-0001-10001,_Sewer_Lines.pdf | ||
| Contractor_Cost_Estimate_V2.xlsx | XLSX spreadsheet | |
| Specs_Page_10_section_33_30_00SP.pdf | ||
| FA5575-18-B-0001,_Sewer_Lines.pdf | ||
| QUESTIONS_AND_ANSWERS_FOR_SEWER_LINES_AREA_1_PROJECT.pdf | ||
| Specs_17-1012_en.pdf | ||
| Drawings_17-1012.pdf | ||
| Blank_cost_Estimate_KTR_17-1012.xlsx | XLSX spreadsheet | |
| Specs_17-1012_sp.pdf | ||
| AF66_17-1012.xlsx | XLSX spreadsheet |
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Text version
PROJECT QUUG 17-1012
33 30 00 - 10 determined by the Engineer wherever excavation is made through pavement, sidewalk or driveways. In sidewalk areas the temporary bituminous resurfacing shall be at least 25 mm thick; in all other areas it shall be at least 50 mm thick. At major intersections and other critical locations, a greater thickness may be ordered. Temporary resurfacing shall be placed as soon as the condition of the backfill is suitable to receive it and shall remain in place until the condition of the backfill is suitable for permanent resurfacing.
3.3.2 Permanent Resurfacing: Unless otherwise specified on the plans or in the Special Provisions, all surface improvements damaged or removed as a result of the contractor'’ operations shall be reconstructed by the contractor to the same dimensions, except for pavement thickness, and with the same type materials used in the original work. Trench resurfacing shall be 25 mm greater in thickness than existing pavement.
3.4 OBSTRUCTIONS DURING WORK EXECUTION:
3.4.1 In case of finding underground obstructions during the sewer pipe excavation, said obstructions shall be demolished and the excavation restored. In order to account for this potential fact an additive item computation has been considered in the project to include the following specific items:
a. Demolish underground concrete block (3 meters deep, 2x2x2 meters) and restore terrain: account for 30 units.
b. Supply/install PVC corrugated pipe DN250 mm: account for 150 linear meters.
c. Supply/install new complete sewer manhole: account for 8 units
d. Road crossing (15 meters long): account for 10 units.
*** END OF SECTION ***
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