AG-9JGP-S-17-0001_Amendment_3.pdf
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- Attached to
- Owl Creek Culvert/Road Construction Federal contract opportunity
- Solicitation number
- AG-9JGP-S-17-0001
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Amendment 0003
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AG-9JGP-S-17-0001_Amendment_2.pdf | ||
| Specifications_-_Drawings_-_Owl_Creek.Revsion.01.pdf | ||
| 27N98_26N23_Owl_USFS_Specification_FP-03.pdf | ||
| AG-9JGP-S-17-0001_Amendment_1.pdf | ||
| AG-9JGP-S-17-0001.pdf | ||
| Specifications_-_Drawings_-_Owl_Creek.pdf | ||
| Fire_Plan_-_Owl_Creek.doc | DOC document | |
| General_Decision_Number-_CA160009_10.28.2016__CA9.pdf |
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(x)
AG-9JGP-S-17-0001
x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT
THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
9JGP
NEVADA CITY CA 95959
631 COYOTE STREET
R5 CENT-CAL ACQ SERV AREA CCASA
USDA FOREST SERVICE
11/04/2016000003
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
X is not extended.
Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended,
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
11/04/2016
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
The purpose of this amendment is to provide for the following:
1) Answers for questions submitted in response to the solicitation.
2) Add Line Item 30307B as shown on the revised Schedule of Items located on page 3 of this Amendment.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
CRAIG ERICSON
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
NSN 7540-01-152-8070
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
AG‐9JGP‐S‐17‐0001
Amendment 0003
AG‐9JGP‐S‐17‐0001
Owl Creek Culvert/Road Construction Questions & Answers
1. Question: Does the Purple & Blacked stripped flagging along Owl Creek identify where the re‐ grade and riprap structures will be installed?
Answer: THE PURPLE AND BLACK FLAGGING IS NOT RELATED TO THIS PROJECT. ALL WORK
ITEMS ARE LOCATED BY MILE POST OR STATION NUMBER AS LISTED ON MAP
(SHEET 4) AND ON THE WORK LISTS.
2. Question: Line Item 20420 A Shows 6” depth of 3” minus Aggregate, is there a spec for this material?
Answer: FP‐03, SECTION 704.06 SELECT BORROW. GRADATION SHOWN IN TABLE 704‐1
3. Question: Line Item 20420 B is just the spill apron, the dip reconstruction is included in line item 20420 A, correct?
Answer: CORRECT (SEE SHEET 30)
4. Question: Both Line Items 30110 & 30307 call for 6” Scarify. I understand for 30307 but it doesn’t seem necessary for 30110.
Answer: THE PURPOSE IT TO RE‐ESTABLISH 3‐5 % SUBGRADE SLOPE ON THE DRIVING
SURFACE. THERE MAY BE SOME LOCATIONS WHERE EXISTING SUBGRADE MEETS
SPECIFICATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO MEET THE
SPECIFICATION.
5. Question: The area to be covered with 4” of aggregate surface course 1” as shown on the plans is not consistent with the drawings. My take off for the 27N98 road section is
22174.11 SY, for 26N23, 19426.33 SY for a total of 41600.44 SY’s. This includes the short spurs that extend from each road.
Answer: 26N23 DOES NOT GET AGGREGATE SURFACING EXCEPT NEAR OWL CREEK, START
M.P. 2.183 AND END M.P. 2.221. (SEE SHEET 14)
AG‐9JGP‐S‐17‐0001
Amendment 0003
PROJECT
UNIT
SOL. #
METHOD OF
ITEM NO. DESCRIPTION MEASURE UNITQUANTITY UNIT PRICE TOTAL PRICE
15101 Mobilization LSQ LS 1. -$ -$
20420A Drainage Excavation, Armored Rolling Dip AQ EA 44. -$ -$ 20420B Drainage Excavation, Armored Rolling Dip Spill Apron AQ EA 58. -$ -$ 25101E Fill Slope Armoring, Placed Riprap Class 2 AQ CY 30. -$ -$ 25101F Fill Slope Armoring, Placed Riprap Class 2, Culvert Headwalls AQ CY 76. -$ -$ 25104A CMP Outlet Armoring, Keyed Riprap Class 2 AQ CY 8. -$ -$
30110 Aggregate Surface Course, surface course aggregate, 4" depth, Compaction A, 6" Scarified
AQ SY 22,916.4 -$ -$
30307 Road Reconditioning AQ MI 6.13 -$ -$ 30307B Subgrade Treatment CQ EA 1. -$ -$ 60708 Clean Culvert in Place AQ EA 18. -$ -$ 60710 Drainage Structure Reconditioning AQ EA 8. -$ -$ 65002 Install Road Closure Device AQ EA 1. -$ -$
15755 Dewatering LSQ LS 1. -$ -$ 20101 Clearing and Grubbing AQ AC .63 -$ -$ 20304 Removal of Culvert LSQ LS 1. -$ -$ 20403 Sub-Excavation AQ CY 844. -$ -$ 20404 Unclassified Borrow, Compaction B, Finish A AQ CY 80. -$ -$ 20429 Haul Excess Material AQ CY 764. -$ -$ 25104 Keyed Riprap, Class 4 AQ CY 309. -$ -$ 60203 60-inch Equivalent Diameter Arch Pipe AQ LF 70. -$ -$ 60404 Catch Basin, Water Storage Tank AQ EA 1. -$ -$
61101A Waterline AQ LF 325. -$ -$ 61101B Valve Box AQ EA 2. -$ -$ 61101C Miscellaneous Valves and Fittings LSQ LS 1. -$ -$
TOTAL -$
NOTES:
Signature Phone Vendor Name FAX
Address Email
PART 1, SCHEDULE OF ITEMS
SECTION B
SUPPLIES OR SERVICES, AND PRICES/COSTS
Owl Creek Culvert/Road Construction
PRICE SUBMITTED BY:
1) Respondent must price each item to be considered for award.
3) If award is made in excess of $30,000, bonds will be required. (See Section I.)
4) If response is greater than $150,000, include bid bond =20% of the total price.
2) Responses for quantities less than those listed may be rejected.
5) Following are abbreviation definitions from FP-03, Section 109 that may appear in the "Unit" column of the Schedule of Items;
AC=Acre, CQ=Contract Quanitity, CY= Cubic Yard, EA=Each, GAL=Gallon, HR=Hour, LF=Linear Foot, LS=Lump Sum, MI=Mile, LB=Pound, SF=Square Foot, SY=Square yard, ST=Station, TON=Ton. CQ and LS will be measured and paid as stated in FP-03, Section 109-02. All other Units will be paid according to FAR clause 52.211-18, Variation in Estimated Quanitity.
Plumas National Forest - Mt. Hough Ranger District
27N98 & 26N23 Road Maintenance Work Items
Owl Creek Culvert Replacement and Water Source Construction Work Items
AG-9JGP-S-17-0001
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