AG-0116-S-11-0099-Amendment-02.pdf
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- Situk River Watchable Wildlife Area Improvements
- Solicitation number
- AG-0116-S-11-0099
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Solicitation Amendment -02. The date set for receipt of proposals is changed from Monday August 8 2011 to Wednesday August 10 2011. Contract line items 104 and 107 are clarified to show that revegetation for the SE Quadrant falls under option item 4 and revegetation for the NE and SW Quadrants falls under option item 7 -- see replacement solicitation page 4. The in-stream work requirement is clarified -- see replacement solicitation pages 11 and 29. A new clause is added to indicate Government.
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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
2. AMENDMENT/MODIFICATION NO. 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)
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.
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)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
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
-02
John Inman Contracting Officer
The date set for receipt of proposals is changed from Monday, August 8, 2011, to Wednesday, August 10, 2011.
Contract line items 104 and 107 are clarified to show that revegetation for the SE Quadrant falls under option item 4 and revegetation for the NE and SW Quadrants falls under option item 7 -- see replacement solicitation page 4. The in-stream work requirement is clarified -- see replacement solicitation pages 11 and 29. A new clause is added to indicate Government ownership of some trees felled on the worksite -- see new solicitation page 14.1, to be inserted between pages 14 and 15. All culvert pipes are to be corrugated polyethelene pipe (CPP) rather than steel or iron -- see new solicitation page 14.1 and specifications page 80. These replacement pages are part of this solicitation amendment -02.
USDA Forest Service Tongass National Forest 648 Mission St Ketchikan AK 99901
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AG-0116-S-11-0099
1 7
07/18/2011
06/29/2011
Solicitation AG-0116-S-11-0099, Amendment -02
p. 1 of 7
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p. 2 of 7
Solicitation AG‐0116‐S‐11‐0099 Situk River Watchable Wildlife Area Improvements p. 4 of 31
Section B—Supplies or Services and Prices/Costs
ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT
Option Items
101 Option Item 1 SW Quadrant Group Picnic Shelter with Pedestrian Aggregate Surfacing and Associated 46’ Trail
1 JOB $________ $________
102 Option Item 2 SE Quadrant Demolition, Access Road and Parking, and Associated Pedestrian Aggregate Surfacing
1 JOB $________ $________
103 Option Item 3 SW Quadrant Aggregate Camp Pads 4 - 6 and Associated 90’ Trail
1 JOB $________ $________
104 Option Item 4 SE Quadrant Trails and, Site Furnishings, and Revegetation
105 Option Item 5 SW Quadrant Wood Tent Pads 1 - 3
106 Option Item 6 SW Quadrant Wood Tent Pads 4 - 6
107 Option Item 7 Live Cutting Poles NE and SW Quadrant Revegetation
Note regarding sub-line item 001A. The offeror is cautioned that the mobilization price proposed for sub-line 001A should not be so high as to suggest unbalanced pricing or an advance payment, as these are causes for rejecting a proposal. Payment for bond premiums in accordance with the contract clause at FAR 52.232-5, Payments Under Fixed-Price Construction Contracts, shall be included in the job price for line item 001 and sub-line item 001A. Progress payments for the mobilization lump sum will be paid as follows—
(a) Bond premiums will be reimbursed according to contract clause at FAR 52.232-5, Payments Under Fixed-Price Construction Contracts, after receipt of the evidence of payment.
(b) When five percent of the original line item 001 price is earned from other sub-line items, fifty percent of the mobilization price will be paid (or five percent of the original line item 001 price, whichever is less).
(c) When ten percent of the original line item 001 price is earned from other sub-line items, one hundred percent of the mobilization price will be paid (or ten percent of the original line item 001 price, whichever is less).
(d) Any portion of the mobilization price in excess of ten percent of the original line item 001 price will be paid after final acceptance.
p. 3 of 7
Situk River Watchable Wildlife Area Improvements p. 11 of 31
Section H—Special Contract Requirements
(d) Aircraft Public and Passenger Liability. When aircraft are used in connection with performing the contract, the Contractor shall have aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger injury. Coverage for passenger injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.
H.5—Order of Precedence—Specifications and Plans
The Contractor shall resolve any inconsistencies in the specifications of this solicitation and any resultant contract by giving precedence in the following order:
(a) Section H, Special Contract Requirements.
(b) Project Specifications.
(c) Plans (or Drawings).
(1) Figured dimensions over scaled dimensions.
(2) Large scale contract plans and drawing over small scale contract drawings
(3) Schedules on contract drawings over any conflicting notations on contract drawings.
H.6—Landscape Preservation
(a) The Contractor shall—
(1) Confine operations to within the immediate area of each culvert inlet and outlet or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Unless otherwise agreed to by the Contracting Officer, retrieve material which falls outside of these limits and either incorporate the material in the work or dispose of the material in an approved location or as directed by the Contracting Officer.
(2) Schedule and conduct operations tominimize erosion of soils and prevent silting and muddying of streams, rivers, irrigation systems, andimpoundments (lakes, reserviors, and so forth) Install silt fencing around areas immediately next to streams and ponds to mitigate suspended sediments when designated on the drawings.
(4) Collect and return waste motor oils, fuels, lubricants, bitumens and similar hydrocarbons to the supplier. Comply with the requirements of 40 CFR 279, Standards for the Management of Used Oil.
(b) The Contractor shall not—
(1) Operate mechanized equipment in live streams without written approval of the Contracting Officer.
(2) Discharge any pollutants such as raw sewage or harmful materials into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto.
(3) Allow wash water or waste water from concrete or aggregate operations to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.
(c) Creek Crossings. The Contractor shall schedule and conduct in-stream work to minimize disturbance to streams, and shall not cross live streams without the Contracting Officer or his or her designee’s approval. No machine in-stream work will be permitted if fish eggs are present in the gravel or adult fish are present in the stream. All in-stream construction is required to take place between June 15th and July 15th. In-stream construction below Ordinary High Water with tracked or wheeled heavy equipment shall be completed within two
(2) days after starting in-stream construction. Two days of instream-work by tracked or wheeled heavy equipment is allowed; an offeror requiring more than two days shall indicate such in its proposal.
H.7—Use of Premises
(a) The Contractor shall obtain written approval from the Contracting Officer before opening or operating on National Forest land or lands administered by the Forest Service any camp, quarry, borrow pit, storage area, detour, or bypass site, other than AS SHOWN ON THE DRAWINGS. A camp is interpreted to include the camp site or trailer parking area of any
p. 4 of 7
Situk River Watchable Wildlife Area Improvements p. 14.1 of 31
Section H—Special Contract Requirements
H.15—Disposal of Merchantable Timber
(a) All timber meeting Forest Service merchantability standards logged during prosecution of this contract remains the property of the Government.
(b) The Contractor shall—
(1) Deck logs at the beginning of project.
(2) Buck trees in various lengths to obtain the greatest utilization of material meeting the following utilization standards: The Minimum merchantable piece shall be 6 inches in diameter inside bark at small end, 12 feet in length, have a net scale of 33 1/3 percent of its gross scale for a sawlog or produce not less than 50 percent of its gross volume in firm usable pulp chips. Trim allowance shall be a maximum of 12 inches for log lengths up to 40 feet. An additional 2 inches of trim shall be allowed for each 10 feet of log length over 40 feet.
(3) Use humbolt undercut in felling merchantable timber.
(4) Buck all limbs flush with merchantable logs.
(5) Cut and use timber designated by the Contracting Officer for construction, without charge.
(c) All dead trees which are sufficiently tall to reach the roadbed are designated for cutting.
The Contractor shall fell other fire dangerous dead trees or unstable live trees within 200 feet slope distance of the center line of the road, when marked by the Forest Service.
H.16—Correction to Plans
Sheets L131 - L133 in the plans (sheets 12 - 14 of 31) specify the culverts as CMP (corrugated metal pipe) or DIP (ductile iron pipe). All of these are changed to read CPP (corrugated plastic pipe). The Contractor should annotate its plans set accordingly. L131 has two culverts. L132 has four culverts. L133 has one culvert.
p. 5 of 7
Situk River Watchable Wildlife Area Improvements p. 29 of 31
Section L—Instructions, Conditions, and Notices to Offerors or Respondents
(d) The Government assumes no responsibility for any expense incurred by an offeror prior to contract award.
(e) Offerors are cautioned that, notwithstanding any remarks or clarifications given at the conference, all terms and conditions of the solicitation remain unchanged unless they are changed by amendment to the solicitation. If the answers to conference questions, or any solicitation amendment, create ambiguities, it is the responsibility of the offeror to seek clarification prior to submitting an offer.
(f) A hosted site visit to the work site will occur immediately after the conference. Attendees are responsible for their own transportation arrangements.
(g) The conference will be held:
Date: Wednesday, July 13, 2011 Time: About 1:00pm Alaska Daylight Time Location: Yakutat Ranger District Office, Yakutat, Alaska
(h) The site visit will be held:
Date: Wednesday, July 13, 2011 Time: About 2:30pm Alaska Daylight Time Location: Situk River Crossing (the work site)
L.3—Proposal Preparation Instructions
(a) Proposals submitted in response to this solicitation shall be furnished in the following format with the numbers of copies as specified below.
(b) Proposals must be complete and respond directly to the requirements of the solicitation.
Omissions or inconsistencies may raise a fundamental issue of the offeror’s understanding of the project management and resources required and/or its ability to perform the contract, and may be a basis for rejection of the proposal. In no case shall words such as “we will fully comply with the requirements of the contract” or similar statements be acceptable.
(c) The Government may incorporate any commitments made in the proposal into the resultant contract.
(d) An offeror may, at its discretion, submit an alternate proposal which deviates from the requirements of this solicitation; provided, that such offeror also submits a proposal for performance of the work as specified in this solicitation. An alternate proposal may be considered for award if the alternate approach meets the Government needs and is in the best interest of the Government. An alternate proposal must clearly identify where it deviates from the requirements of this solicitation.
(e) The proposal shall consist of three sections, as follows—
(1) Section 1—Technical Approach and Project Management. The purpose of this section is to facilitate the Government’s evaluation of the offeror’s understanding of the requirement and the soundness of its approach to meeting the requirement, and the risk of the offeror’s approach. This section shall not exceed six (6) pages. The offeror shall provide a narrative summary describing the work it intends to perform. This narrative should describe the current conditions and end-state conditions and outcomes, and the major steps or events of the project in more-or-less chronological order, and project schedule, equipment, personnel, possible challenges or constraints and the offeror’s approach to them, the pre-engineered vault toilet to be installed, the number of days of in-stream work (see the clause at H.6, Landscape Preservation, paragraph (c)), and so forth.
(2) Section 2—Past Performance. The purpose of this section is to facilitate the Government’s evaluation of the likelihood of the offeror’s success on this requirement, based on its relevant past performance. This section shall not exceed four (4) pages. The offeror shall provide information on up to four previous or current projects for work similar to the work of this solicitation. Each such project shall be summarized on one page, including—
(i) the name of the project and contract number (if a federal, state, or local Government contract);
p. 6 of 7
SITUK RIVER WATCHABLE
WILDLIFE AREA IMPROVEMENTS
TONGASS NATIONAL FOREST – YAKUTAT RANGER DISTRICT
SECTION 334200 – CULVERTS
334200- 1 08/31/2007
PART 1- GENERAL
1.1 DESCRIPTION
A. This work shall consist of furnishing and installing metal pipe and pipe appurtenances, including all bedding and backfilling required to complete the work. The term metal refers to steel.
1.2 RELATED WORK
A. Section 312300, Excavation and Fill.
B. Section 321500, Aggregate Surfacing.
1.3 QUALITY ASSURANCE
C. The lengths and locations of individual pipe SHOWN ON THE DRAWINGS are approximate.
Pipe shall not be ordered until culvert locations are DESIGNATED ON THE GROUND and a written list of the correct lengths is approved by the CO.
PART 2 - MATERIALS
2.1 CORRUGATED POLYETHELENE PIPE
A. Corrugated PE pipe and coupling bands shall conform to AASHTO M 294.
B. Corrugations shall conform to the applicable requirements of ASTM D3350.
C. Cell class: No. 315412C
2.2 BEDDING AND BACKFILL
A. Non-Frost Susceptible material per Section 312300.
PART 3 - EXECUTION
3.1 EXCAVATION
A. Excavation for culverts shall be excavated to the lines and grades or elevations shown on the Drawings or as designated on the ground. Excavations shall be of sufficient size to permit the placing and backfilling of culverts. Boulders, logs, and any other unsuitable materials encountered shall be removed and disposed off-site.
B. The width of trenches in natural ground shall permit satisfactory joining and thorough tamping of the bedding material under and around the culvert, and shall be at least as wide as the culvert diameter plus 2 feet.
C. Where culverts are to be placed in trenches excavated in embankments, then the excavation shall be at least as wide as one diameter plus one diameter on each side.
D. Unsuitable foundation material shall be excavated below the invert of the culvert to an approximate depth of 2 feet and a width of at least the culvert diameter plus 4 feet.
Unsuitable material shall be replaced with selected granular foundation material and compacted to obtain a uniform foundation.
E. Where rock, hardpan, or other unyielding material is encountered, it shall be removed below the foundation grade for a depth of at least 1 foot. The width of the excavation shall be at least 2 feet greater than the outside width of the culvert. This excavated material shall be replaced with selected mineral soil meeting the requirements for backfill in Subsection 2.4 and compacted in accordance with Subsection 3.6.
ATTACHMENT 2 -- SPECIFICATIONS
AG-0116-S-11-0099, Situk River Watchable Wildlife Area Improvements
p. 80 of 81
Amendment -02:
1.1.A. Delete the word "metal" from the first sentence, and delete the second sentence. All culvert pipes are Corrugated Polyethelene Pipe (CPP).
p. 7 of 7
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