1264R419Q0009_0002_MTNF_Riverton_East_Boat_Ramp.pdf
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- Solicitation number
- 1264R419Q0009JS
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Amendment 0002 extending quote deadline to June 17, 2019.
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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 items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 your 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.
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION
NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.
IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
2. AMENDMENT/MODIFICATION NO.
Amended to replace the solicitation.
JOHN SWIZDOR CONTRACTING OFFICER
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Bid deadline is extended to June 17, 2019 at 4:00PM Central. Emailed quotes are preferable.
john.swizdor@usda.gov
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
MARK TWAIN NATIONAL FOREST
401 FAIRGROUNDS ROAD
ROLLA, MO 65401-2911
CO: JOHN SWIZDOR 573-341-7407
SEE BLOCK 6
1264R419Q0009
1 1
05/10/2019
04/23/2019
06/07/2019
INSTRUCTIONS
Instructions for items other than those that are self-explanatory, are as follows:
Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.
Item 3 (Effective date).
(1)
(2)
(3)
(4)
(5)
For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.
For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.
For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.
For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.
For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.
(a)
(b)
(c)
(d)
(e)
(f)
Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.
Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.
Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.
Item 12 (Accounting and Appropriation Data).
When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.
(2) Accounting classification Net decrease $
Include subject matter or short title of solicitation/contract where feasible.
Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.
(i)
NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".
Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)
Item 14 (Description of Amendment/Modification).
Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document
Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:
(i) Total contract price increased by $
(ii) Total contract price decreased by $
(iii) Total contract price unchanged.
State reason for modification.
When removing, reinstating, or adding funds, identify the contract items and accounting classifications.
(g)
(h)
When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --
(i) A reference to the letter determination; and
(ii) A statement of the net amount determined to be due in settlement of the contract.
(1)
(2)
(3)
(4)
(5)
(6)
STANDARD FORM 30 (REV. 10-83) BACK
(1) Accounting classification Net increase $
| 1264R419Q0009 0001 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| ConstructionRFQ_FAC2019_01_01222019 |
| Project Location Oregon County |
| From the East: Approximately 27 miles West of Doniphan, MO. |
| Contractor Furnished Products: The Contractor shall furnish all equipment, materials, supplies, and services that are not specified herein as Government-furnished, which are necessary to comply with the requirements of this contract. Ancillary work it... |
| Payments and pricing: Payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials will be considered as incidental to and included in the payment for items shown. Equitable ... |
| Price Range |
| SECTION D--PACKAGING AND MARKING |
| G.2 RESERVED |
| 52.204-13 System for Award Management Maintenance (OCT 2018) |
| 52.223-21 -- Foams. (Jun 2016) |
| FAR 52.252-6 Authorized Deviations in Clauses |
| PART III--LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS |
| SECTION J--LIST OF ATTACHMENTS |
| SECTION L--INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS |
| 52.236-27 Site Visit (Construction). (Feb 1995) |
| Riverton East 5-8-2019 FINAL |
| Sheets and Views |
| Riverton East 5-7-2019 FINAL-Title Page |
| Riverton East 5-7-2019 FINAL-Boat Ramp Existing Conditions |
| Riverton East 5-7-2019 FINAL-Boat Ramp LAyout |
| Riverton East 5-7-2019 FINAL-Boat Ramp Construction Details |
| Riverton East 5-7-2019 FINAL-Plank Installation |
| Riverton East 5-7-2019 FINAL-Boat Ramp Historic |
| Riverton East 5-7-2019 FINAL-Turbidity Curtain |
| Riverton East 5-7-2019 FINAL-Canoe Launch Existing |
| Riverton East 5-7-2019 FINAL-Canoe Launch Construction |
| Riverton East 5-7-2019 FINAL-RipRap Placement |
| 034000 - precast concrete |
| PART 1 - GENERAL |
| 1.1 SECTION REQUIREMENTS |
| A. Structural Performance: Provide pre-cast structural concrete units capable of withstanding design loadings indicated. |
| B. Submittals: Product Data, Shop Drawings |
| C. Comply with PCI’s “PCI Design Handbook – Pre-cast and Pre-stressed Concrete,” PCI’s “Manual for Quality Control for Plants and Production of Pre-cast and Pre-stressed Concrete Products,” AWS D1.1, and AWS D1.4. |
| D. Testing: Preform 1 set of samples per batch of concrete for 7 and 28 day break tests. |
| PART 2 - PRODUCTS |
| 2.1 PRECAST CONCRETE PLANKS |
| A. Precast concrete planks will have a tongue and groove interlocking system that will have V-groove finish on top surface. |
| B. Precast planks should be cast in a controlled environment preferably by a plant that is regularly engaged in the manufacture of precast concrete structures. |
| C. Precast concrete planks are used for the construction of the underwater portion of a launch ramp eliminating need for dewatering operations. |
| D. Rebar used in precast planks shall be epoxy coated. |
| E. Any breakage during construction will be at the expense of the contractor. Special considerations such as a spreader bar must be used to keep from breaking the plank when it is handled. |
| F. Ensure the tongue and groove are properly connected. |
| 2.2 MATERIALS |
| A. Deformed Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420). |
| B. Steel Wire: ASTM A 82, plain, cold drawn. |
| C. Portland Cement: ASTM C 150, Type I or Type III. |
| D. Fly Ash: ASTM C 618, Class C or F. |
| E. Silica Fume: ASTM C 1240, amorphous silica. |
| F. Normal-Weight Aggregates: ASTM C 33, class 4S. |
| G. Air-Entraining Admixture: ASTM C 260. |
| H. Chemical Admixtures: ASTM C 494/C 494M, DO NOT use admixtures containing chlorides. |
| 2.3 METAL ACCESSORIES AND FINISHES |
| A. The flat planks will rest and slide on Longitudinal steel plates or pipe, solidly imbedded in base course |
| B. Zinc-Coated Finish: For exposed steel, indicated for galvanizing, apply zinc coating by hot-dip process according to ASTM A 123/A 123M or ASTM A 153/A 153M. |
| C. Anchors: #7 coated rebar, hammered to refusal. |
| PART 3 - EXECUTION |
| 3.1 EXAMINATION |
| A. Proceed with installation only after unsatisfactory conditions have been corrected and approved by COR. |
| B. Planks shall be slid down steel plates to their final location, or lifted with crane and spreader bar. |
| C. Contractor is responsible for insuring that planks are attached to each other, so there are no gaps, offsets, and no skews. After they are in place, and snugly connected to the previously placed plank, they must be pulled or pushed into place so as... |
| Scanned from a Xerox multifunction device |
| ega-20 |
| EnviroClip EDIT 4 |
| EnviroLock 310- Panel Connection System Material Specification |
| Geo Products Spec Sheet EGA20 50 mil 11p |
| geotextile us-230 |
| MODOT 303 304 Rock and Aggregate Base |
| MODOT 611 Rock Blanket |
| old All-Geoweb-Slope-Drawings |
| Location Map - Riverton |
| Description of Work - Riverton |
| Project Orientation - Riverton |
| 2019 FP-14 Supplemental Specs |
| Preface |
| Section 201. - CLEARING AND GRUBBING |
| Section 203. - REMOVAL OF STRUCTURES AND OBSTRUCTIONS |
| Section 204. - EXCAVATION AND EMBANKMENT |
| (a) All units shall be sound and free of defects that would interfere with either the proper placement of the unit or impair the performance of the system. Surface cracks incidental to the usual methods of manufacture, or surface chipping resulting f... |
| Section 302. - MINOR CRUSHED AGGREGATE |
| Section 303. - Road Reconditioning |
| Section 412. – Asphalt Tack Coat |
| Section 413. – Asphalt Pavement Milling |
| Section 602. - Culverts and Drains |
| 602.03 General. |
| 625.03 General. |
| 625.04 Preparing Seedbed. |
| 625.05 Watering |
| 625.06 Fertilizing. |
| 625.07 Seeding. |
| 625.08 Mulching. |
| 625.09 Protecting and Caring for Seeded Areas. |
| 625.11 Measurement |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| 1264R419Q0009 MTNF Riverton East Boat Ramp |
| wage determination |
| Contractor and Past Performance Info |
| Past Performance Information Sheet |
5-2-19 Pre-Bid Q&A
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