S01 Attachment 2 Drawings.pdf
PDF 14 MB Posted
- Solicitation number
- 12FPC321B0011
About this file
This solicitation is for streambank stabilization services across multiple sites in Forrest County, Mississippi. The United States Department of Agriculture Natural Resources Conservation Service seeks a contractor to perform clearing and grubbing, pollution control, protective cover installation, excavation, earthfill, diversions, loose rock riprap, concrete grout for rock riprap, and channel excavation. The solicitation totals $1-5 million and has a 176 calendar day period of performance from notice to proceed. Interested small businesses must register in the System for Award Management and submit bids with a 20% bid guarantee by the deadline. The awarded firm fixed price construction contract will require 100% performance and payment bonds within 10 days of award. The North American Industry Classification System code is 237990 and the small business size standard is $39.5 million. The contracting officer is Sharla K. Goforth and may be reached at the provided email and phone.
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Other files
| File | Type | Posted |
|---|---|---|
| S01 12FPC321B0011 Amendment 0003.pdf | ||
| S01 12FPC321B0011 Amendment 0002.pdf | ||
| Reiver Rd pic 2.jpeg | JPEG file | |
| JC Burt Rd pic 1.jpeg | JPEG file | |
| JC Burt Rd pic 2.jpeg | JPEG file | |
| 21 Cherokee Rd pic 1.jpeg | JPEG file | |
| 21 Cherokee Rd pic 2.jpeg | JPEG file | |
| 110 Valley Dr pic 1.jpeg | JPEG file | |
| River Rd pic 1.jpeg | JPEG file | |
| 110 Valley Dr pic 2.jpeg | JPEG file | |
| S01 12FPC321B0011 Amendment 0001.pdf | ||
| Standard Form 24 - Bid Bond.pdf | ||
| S01 12FPC321B0011 Solicitation Packet.pdf | ||
| S01 Attachment 1 Specifications.pdf | ||
| S01 Attachment 3 - Wage Determination.pdf |
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Text version
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VICINITY MAP
1 1 0 j .c. Burt Road Site
North Main Street Site
21 Cherokee Drive Site
River Road Site
Va I ley Drive Site / Leeville Road
Err1ergency Watershed Protection
Forrest County, MS
U.S. Department of Agriculture Natural Resources Conservation Service
ITEM
Mobilization & Demobilization Protective Cover Earthfill, Class C (offsite) Rock Riorao Geotextile Concrete Grout Debris and Sediment Removal
L.S. = Lump Sum
Site
QUANTITIES
CONTRACT FINAL PAY
ESTIMATE UNIT
AMOUNT AMOUNT
1 L.S.
1 L.S.
700 C.Y.
2.945 Tons
4 230 S.Y.
274 C.Y.
26.500 L.F.
TOTAL
INDEX OF DRAWINGS
PAGE
NO. DESCRIPTION
1 Cover Sheet
2 J.C. Burt Road Site - Plan
3 J.C. Burt Road Site - Sections & Details
4 North Main Street Site - Plan
UNIT
PRICE
5 North Main Street Site - Sections & Details
6 21 Cherokee Drive Site - Plan
7 River Road Site - Plan
DOLLARS
8 11 0 Valley Drive Site - Plan / **Leevile Road Site
9 Debris Removal Details
REVISIONS
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Chain Link Fence
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Notes:
ESTIMATED QUANTITIES
ROCK RIP RAP 300 TON
CONCRETE GROUT 50CY.
PROTECTIVE
GEOTEXTILE
EARTHFILL
0.2 ACRES
500 SY.
IOOCY
8" Rock Riprap �xisting groundline
6'
Shape and Backfill all sideslopes And Protect with Grouted Rock Rip Rap.
Not To Scale
Not to Scale
Alignment and placement of rock and grout structure and removal of debris to the dimensions noted shall be directed in the field by the C0R.
Work Limits shall be 100 LF upstream and downstream of rock placement area and 75 ft left and right of rock channel centerline excluding buildings. Work limits of debris removal shall be 25' offset from top banks or as otherwise approved in the field by the C0R.
200' of Severe Erosion Along Ditch.
And Debris Removal for 800' upstream' and 800' downstream
DSR28-4-18-5282-358 REVISIONS
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GPS COORDINATES
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