0466-add 2.pdf
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- Revitalize Water Distribution System
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- FA6670-08-R-0003
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10 September 07
ADDENDUM #2
PROJECT RVKQ 94-0466
Revitalize Water Distribution System
SCOPE OF WORK
Specifications
1. Delete Submittal Listing and Replace with attached Submittal Listing revised on 9/6/07.
2. Delete Section 01356A 1-6 and Replace with attached Section 01356A 1-19
3. Delete Table of Contents Page 1 and Replace with revised Table of Contents
4. Delete Section 01670 Page 1 and Replace with revised Section 01670 Page 1
5. Delete Section 02510A Page 3 and Replace with revised Section 02510A Page 3
6. Delete Section 02510A Page 5 & 6 and Replace with revised Section 02510A Page 5 & 6
7. ADD to Section 02770A Page 3 paragraph 2.1 last line “ Contractor shall refer to EPA’s recycled content guidelines regarding recycled content for this item”
8. Delete Section 02770A Page 7 & 8 and Replace with revised Section 02770A Page 7 & 8
9. Delete Section 02921A Page 7 and Replace with revised Section 02921A Page 7
10. Section 02510A Page 6 ADD Paragraph 2.2.1 “ All bolts supplied for use on this project shall be Stainless Steel”
11. Section 02302N Page 2 ADD to last line of Paragraph 1.2.4 “In order to ensure that the specified densities are being obtained, The contractor shall perform one (1) compaction test per 1000 lineal feet of pipeline installed. Test will be performed by an approved commercial testing laboratory at no additional cost to the government. Test results shall be furnished to the Contracting Officer”
Plans
1. Sheet 34 of 36 C-32 ADD to the typical trench detail the existing pavement section shall be at a minimum Typical thickness as follows: 12” Sub Base NYSDOT 304.3 Type 2, 3” Binder course NYSDOT 403.13 Type 3, 1 ½” Top course NYSDOT 403.18 Type 7.
Compaction shall be in accordance with Section 02742N.
2. Sheet 5 of 36 C-3 ADD at Station A0+00 to A1+00, 100 LF 24” Casing & Pipe per Detail on C-33 Sheet 35 of 36. 45° Bends and 10” Gate valve will be field adjusted to the east in order to accommodate the 24” casing pipe.
3. Sheet 13 of 36 C-11 Extend 45° bend at Station G5+90 40’ easterly into pavement area and maintain 8” pipeline northerly to relocated Tee & valves from station G10+75 to approx. Station 11+15. Select material and asphalt pavement will be required in parking lot area per Typical Trench detail shown on Sheet 34 of 35 C-32.
10 September 07
ADDENDUM #2
PROJECT RVKQ 94-0466
Revitalize Water Distribution System
SCOPE OF WORK
4. Additional Water Service Replacements All service connections shall include all necessary piping and appurtenances
Sheet 8 of 36 C-6 ADD 8” service connection at Station B7+30 for existing 8” service for Building 799 MEPS Facility. Connection will be located on the east side of Ent Avenue as shown on drawing. Existing 8” connection to be relocated from existing 8” waterline to new 8” waterline. Type B connection.
Sheet 14 of 36 C-12 ADD 3” service connection at Station H2+05 for existing 3” service for Building 821 Fire and Crash Rescue facility. New 12” water line will be located east of the existing 8” waterline as shown. Existing 3” connection to be relocated from existing 8” to new 12” waterline. Type B connection.
Sheet 26 of 36 C-24 ADD Two (2)- new 4” service connections – one (1) 4” domestic water and one (1) 4” Fire sprinkler connection at Station U4+75 for Building 500 Visiting Quarters. New 8” water line will be located east of the existing 8” waterline as shown. The two existing 4” connections are to be relocated east from existing 8” to new 8” waterline.
Type B & J connections.
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