B08_W58D2M22R0004_Atch 1B_ Addendum 002.pdf
PDF 169 KB Posted
- Solicitation number
- W58D2M22R0004
About this file
This addendum modifies the drawings and technical specifications for the federal contract opportunity to repair and upgrade roads at the Ammunition Storage Area in Camp Darby, Tirrenia (Pisa), Italy. The modifications include repositioning a cross section on two drawings, specifying the material below the binder as a basic stabilized layer on one drawing, increasing the concrete subbase thickness to 15cm on one drawing, designating reinforced concrete type C32/40 for a retaining wall on one drawing, prioritizing plan drawings over sectional drawings for five drawings, and repairing existing holes in bituminous conglomerate of the necessary thickness in the technical specifications. The opportunity is a solicitation issued by the Department of the Army Materiel Command Army Contracting Command for repairing and upgrading roads at the Ammunition Storage Area in Camp Darby, Tirrenia (Pisa), Italy.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
5 July 2022
ADDENDUM N. 0002
TO THE PROJECT AA1 00213-6P“Repair Upgrade ASA roads NW”
Design drawings and Technical specifications are modified as follow:
1. drawings CD309 and CS311: cross section 8-05 is positioned 80 cm to the right, (watching the plan view), from section 8-04;
2. drawing CS313, section 09: material below the binder is a basic layer in stabilized material;
3. drawing S-101, section D: use a thickness of 15 cm thickness for the concrete subbase;
4. drawing S-101, section B: use reinforced concrete type C32/40 for concrete retaining wall;
5. drawings CS102 Road 5.1/CS305 Section 5-03, 5-04; CS102 Road 5.3/CS307 section 5- 21; CS103 Road 6.1/CS308 Section 6-05, 6-07; CS104 Road 8/CS311 Section 8-02: in case of inconsistency between plan drawings and sectional drawings, plan drawings have priority and works shall be done according to what shown in them.
6. Technical Specifications pag.13: existing holes shall be repaired with bituminous conglomerate filling of the necessary thickness.
GIANLUCA LUCETTI
Chief, Engineering Services Branch
| 2022-07-05T13:35:17+0200 | |
| LUCETTI.GIANLUCA.1466348151 |
File details come from the government source that posted it. Updated .