Sol_L15PS00183.pdf

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

LDS

SALMON ID 83467

1206 SOUTH CHALLIS STREET

BLM ID-SALMON FIELD OFC(IDI04)

0004276377 CODE 16. ADMINISTERED BYCODE

X

X

X

332312

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORLDS

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

03/17/2015 1700 MT

03/03/2015

208-756-5438Sharon L Nagel (No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBER a. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

L15PS00183

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

1 10 0040197206OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

POCATELLO ID 83204

4350 CLIFFS DRIVE

BLM-ID POCATELLO FIELD OFFICE

15. DELIVER TO

SALMON ID 83467

1206 SOUTH CHALLIS STREET

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

ISSUE DATE

DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULE

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

BLM ID-SALMON FIELD OFC(IDI04)

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Delivery: 06/01/2015

This is for an ATV Trail Bridge to be Pre-Fabricated and delivered to the Goodenough Creek Campground near McCammon, ID.

00010 GOODENOUGH CREEK CAMPGROUND ATV BRIDGE 1 EA

Quotes may be faxed to 208-756-5447, Attn:

Sharon. Or you may e-mail the quote to

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

XX

DATED

Sharon L Nagel

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT:

REF.

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

slnagel@blm.gov. It is the quoter's responsibility to ensure the fax or e-mail has been received.

Contractor must be registered and active in the

System for Award Management (SAM) database at time of award.

Any resultant order from this solicitation will require Contractor signature.

Awarded Contractor will be required to submit invoices electronically through the Internet

Processing Platform (IPP) system.

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

10 2 of

This is a combined Synopsis/Solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued. Firm, fixed-price quotes are requested under Request for Quotation (RFQ) Solicitation number L15PS00183. This document incorporates provisions and clauses which are in effect through Federal Acquisition Circular (FAC) 2005-78.

This solicitation is set-aside for small business under North American Industry Classification System (NAICS) code 332312. The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

ATV BRIDGE, GOODENOUGH CREEK CAMPGROUND

1.0 BID SCHEDULE

Bid Item No.

Description Quantity Unit Unit Price Total Amount

Steel Bridge Superstructure 30 feet span by 6 feet wide prefabricated, shop assembled, and delivered.

1 EA $ $

2 Pre-engineered Abutment System (2 Footings), delivered 1 EA $ $

TOTAL $________________________

REQUIRED DELIVERY SCHEDULE: WITHIN 90 DAYS AFTER DATE OF RECEIPT OF

WRITTEN NOTICE OF AWARD

F.O.B. Point: Destination

The Contractor shall deliver the structure and footings to bridge installation site at the BLM Goodenough Creek Campground, west of McCammon, ID, in the southeast corner of Idaho, off of I-15. The Latitude-Longitude of the delivery site is approximately N 42.65528° by 112.28533° W. The road is a dirt road which has tight corners and trees crowding the road. The Contractor will not be responsible for performing any road work but the Contractor will be required to utilize the smallest transport possible to deliver the bridge. The BLM will unload the bridge from the transport.

2.0 DESCRIPTION

SECTION C - DESCRIPTION/SPECIFICATIONS

PRE-ENGINEERED STEEL BRIDGE SUPERSTRUCTURE

C.1.0 General Requirements

C.1.1 Description: The Contractor shall, under the provisions contained herein; design, fabricate, and deliver to the designated site ready for installation, one clear-span, shop-assembled steel bridge superstructure designed for pedestrian and off-highway vehicle use.

C.1.2 Quality Certification: The superstructure shall be designed and fabricated by a company regularly engaged in the manufacture of pre-engineered bridges and currently certified by the American Institute of Steel Construction (AISC). The fabricator shall be certified to have the personnel, organization, experience, capability, and commitment to produce fabricated structural steel for the category "Simple Steel Bridges" as set forth in the AISC Quality Certification Program. Quality control shall be in accordance with procedures outlined for AISC Certification.

C.1.3 Design Specifications: The bridge superstructure shall be designed in accordance with AASHTO’s "Guide Specifications for Design of Pedestrian Bridges, 1st Edition”.

C.1.4 Qualifications of Design Personnel: The superstructure shall be designed by or under the direct supervision of a registered professional engineer experienced in the design of such work.

The engineer shall have a minimum of 5 years of experience in bridge design and be a currently licensed civil or structural engineer in the State of Manufacture.

C.2.0 General Design Features

C.2.1 Structure Type: The superstructure shall be a steel, half-through truss type of structure steel bridge with railings.

C.2.2 Span: The bridge span shall be 30’-0” (horizontal straight line dimension) and shall be measured from centerline bearing to centerline bearing

C.2.3 Width: The bridge width shall be 6’-0” as measured from face of structural element to face of structural element.

C.2.4 Top Cord: The top surface of the top chord shall be a minimum of 4’-6” above the finished deck.

C.2.5 Deck: The superstructure shall have a treated wood deck

C.2.6 Live Loads:

C.2.6.1 The bridge shall be designed for a uniformly distributed live load of 85 pounds per square foot.

The design live load may be reduced in accordance with the AASHTO Specification for deck influence areas exceeding 400 square foot.

C.2.6.2 The bridge shall also be designed for the most critical loading of a singular vehicular load of 5,000 pounds or a series of 2,000 pound ATVs.

C.2.7 Wind Load: The bridge shall be designed for a minimum horizontal wind load of 35 pounds per square foot on the full vertical projected area of the bridge in accordance with the ASHTO Specifications. In addition, the bridge shall be designed for an upward force applied at the windward quarter point of the transverse width. This force shall be 20 pounds per square foot of deck plan area.

C.2.8 The bridge shall be cambered for the dead load of the bridge.

C.3.0 Technical Specifications

C.3.1 Structural Steel: All members of the truss and deck support system shall be fabricated from square or rectangular hollow structural shapes (HSS) except that the stringers and floor beams may be wide flange shapes. Bridge members shall be fabricated from high-strength, low-alloy, corrosion resistant steel conforming to the requirements of ASTM Standard Specification A 588 or A 847 with a minimum corrosion index of 5.8 per ASTM G 101.

C.3.2 Minimum thickness: Minimum thickness of primary hollow structural shapes shall be ¼ inch.

Rolled shapes shall have a minimum thickness of ¼ inch.

C.3.3 Finish: All boldly exposed surfaces of self-weathering steel shall be blast cleaned in accordance with the latest edition of the Steel Structures Painting Council (SSPC), Surface Preparation Specification No.7 (SSPC-SP7), Brush Off Blast Cleaning, to assure uniform weathering of visible surfaces.

C.3.4 Timber Decking:

C.3.4.1 The timber deck shall be 3” (nominal) Coastal Region Douglas Fir graded as Select Structural in accordance with Western Wood Products Association (WWPA) or the West Coast Lumber Inspection Bureau (WCLIB).

C.3.4.2 Treatment shall be in accordance with American Wood Preservers’ Association (AWPA) Standard P5. Preservative treatment shall be Ammoniacal Copper Zinc Arsenate (ACZA) to a total absorption of 0.40 pounds per cubic foot of wood.

C.3.4.3 Planks shall be placed tightly together and without gaps. Deck planks shall be secured to each supporting beam with screws at each support and at the ends with bolts to a continuous angle with a continuous keeper plate.

C.3.5 Hardware: The manufacturer shall furnish all necessary bearing plates, elastomeric bearing pads, and assembly bolts.

C.3.6 Welding: All welding procedures and weld qualification test procedures shall conform to the requirements of the latest edition of the American Welding Society’s (AWS) D1.1, “Structural Welding Code”.

C.3.6.1 All welders shall be qualified for each process and position used while fabricating the bridge.

Qualification tests shall be in accordance with AWS D1.1. All weld qualifications and records shall be kept in accordance with the Fabricator’s Quality Assurance Manual which has been approved by AISC.

C.3.6.2 All filler metal shall be in accordance with the applicable AWS Filler Metal Specification and shall match the corrosion properties of the base metal.

C.3.6.3 All welds shall be inspected visually for conformance to size, under cut, profile and finish. Any welded splices in the main truss members shall be magnetic particle tested in accordance with QC Manual procedures.

C.4.0 Other Design Details

C.4.1 Trusses shall be designed as fully welded except at any required field splices.

C.4.2 Deflections:

C.4.2.1 Member shall be designed so that the vertical deflection due to the service pedestrian live load does not exceed 1/500 of the length of span.

C.4.2.2 Horizontal deflection due to lateral wind load shall not exceed 1/500 of the length of span.

C.4.3 Elastomeric bearing pads shall be used at each support of the bridge. Elastomeric pads shall steel reinforced where necessary. Fiberglas or cotton duck reinforcement shall not be permitted.

C.4.4 Anchor bolts shall conform to ASTM F 1554 Grades 36, 55 or 105.

C.5.0 Working Drawings and Computations

C.5.1 The Contractor shall prepare and submit to the Contracting Officer five sets of the following documents for approval within 14 days after contract award.

a. Complete design calculations prepared by a Registered Professional Engineer.

b. Complete design drawings prepared and signed by a Registered Professional Engineer.

c. Complete fabrication drawings prepared and signed by a Registered Professional Engineer.

d. Substructure design information consisting of the superstructure support reactions and location, size, and necessary projections of the anchor bolts.

C.5.2 The Contractor shall prepare and submit to the Contracting Officer one copy of the following documents for approval within 14 days after contract award.

a. Mill test certificates for the steel members used for fabrication.

b. Welder certifications and welding procedures used.

c. Material test certification for the elastomeric bearing pads.

C.5.3 The calculations and drawings shall be complete and shall contain all detailed information required to permit review and approval. Drawings shall be one of the following standard sizes:

8½ x 11 inches, 11 x 17 inches, or 22 x 34 inches.

C.5.4 A detailed review of the documents will be accomplished within 7 working days after receipt of the Contractor’s submittals. Approval of the documents is an indication that the Contractor’s submittals have been reviewed and that there are no objections, except as noted.

Delays to the work because of the possibility of rejection, revision, and resubmittals of documents are deemed a risk of the Contractor.

C.6.0 Materials and Workmanship

Workmanship, fabrication, and shop connections shall be in accordance with standard industry practices. All materials used in the fabrication of the superstructure shall be new and of the highest standard quality as normally used for this type of fabrication and shall conform to applicable specifications and standards.

C.7.0 Reference Specifications and Standards

The workmanship and materials used in the fabrication of the superstructure shall conform to the applicable specifications, codes, and standards.

C.7.1 References

C.7.1.1 American Association of State Highway and Transportation Official

AASHTO Guide Specifications for Design of Pedestrian Bridges, 1st Edition

AASHTO Standard Specifications for Highway Bridges, 17th Edition, 2002

AASHTO LRFD Bridge Design Specifications, 4th Edition, 2007

C.7.1.2 American Institute of Steel Construction, Inc.

AISC Hollow Structural Sections, Connections Manual, 1997

C.7.1.3 American Welding Society

AWS Structural Welding Code, D1.1, Latest Edition

AWS Bridge Welding Code, D1.5, Latest Edition

C.7.1.4 American Forest & Paper Association

AF&PA National Design Specification for Wood Construction, Latest Edition

C.7.1.5 Forest Products Laboratory

FPL Wood Handbook, FPL-GTR-113, Latest Edition

C.7.1.6 American Society for Testing and Materials

ASTM A 588 Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi Minimum Yield Point to 4-in.

ASTM A 847 Standard Specification for Cold-Formed Welded and Seamless High- Strength, Low-Alloy Structural Tubing with Improved Atmospheric Corrosion Resistance

C.7.1.7 American Wood-Preservers’ Association

P5 Standards for Waterborne Preservatives

C.7.1.8 Steel Structures Painting Council

SSPC-SP7 Surface Preparation Specification No.7

C.8.0 Precast Concrete Sill Footings

C.8.1 General: Pre-engineered sill footings shall be provided and delivered to the work site.

C.8.2 Footing Shape and Size: Footings shall be rectangular in shape, and of sufficient size to accommodate the design loads, anchor bolts and reinforcing. Shall be provided by the same manufacturer providing the bridge for specific use with the bridge provided.

C.8.3 Design Loads: The footings shall be sized for the design loads of the bridge. Allowable soil bearing capacity shall be 2,000 pounds per square foot.

C.8.4 Design: The footings shall be pre-engineered with structural components for onsite concrete filling.

C.8.5 Anchor Bolts: Footings shall be provided with cast in place anchor bolts, sized and laid out to fit the provided bridge.

C.8.6 Concrete Design: Concrete design for the footings shall be in accordance with the American Concrete Institute ACI 318-08 code.

C.9.0 Delivery and Erection

C.9.1 The structure shall be prepared for shipment consistent with standard commercial practice and in a manner that will ensure protection against damage during shipment from the Contractor’s fabrication plant to the destination.

C.9.2 The Contractor shall notify the Contracting Officer in writing a minimum of 5 days before delivery of the structure and footings to the delivery location. Delivery shall be made between the hours of 8:00 a.m. and 4:00 p.m., Monday through Friday, except holidays.

C.9.3 The Contractor shall deliver the structure and footings to bridge installation site at the BLM Goodenough Creek Campground, west of McCammon, ID, in the southeast corner of Idaho, off of I-15. The Latitude-Longitude of the delivery site is approximately N 42.65528° by 112.28533° W. The road is a dirt road which has tight corners and trees crowding the road. The Contractor will not be responsible for performing any road work but the Contractor will be required to utilize the smallest transport possible to deliver the bridge. The BLM will unload the bridge from the Transport.

C.9.4 The delivery shall be coordinated with the agency responsible for the installation of the footings and bridge. Delivery of the bridge shall not occur before the site has been fully prepared for the bridge installation. The footings and bridge shall be unloaded from the delivery vehicle at a site designated at the campground.

C.9.5 BLM Personnel will unload the bridge and footings.

C.9.6 The Contractor shall submit the procedure for field assembly and erection of the structure, including lifting the sections, the location of temporary supports, and bolting any field splices.

The following provisions and clauses apply to this procurement: FAR 52.212-1 Instructions to Offerors - Commercial Items; FAR 52,212-2, Evaluation-Commercial Items is applicable, and the following shall be included in paragraph (a) of this provision. Quotes will be evaluated on past performance, and price listed in descending order of importance. Past performance will be based on the Contracting Officer’s knowledge, contacting provided references, and other reasonable sources. FAR 52.212-3 Offeror Representations and Certifications - Commercial Items; FAR 52.212-4 Contract Terms and Conditions - Commercial Items; FAR 52.212-5 Contract Terms and Conditions Required to Implement Statutes or Executive Orders - Commercial Items (paragraph (b) following clauses apply; FAR 52.219-6; FAR 52.222-3; FAR 52.222-21; FAR 52.222-22;

FAR 52.222-26; FAR 52.222-36; FAR 52.225-1; FAR 52.232-33); (paragraph (c) following clauses apply; FAR 52.204-7 System for Award Management; FAR 52.204-16 Commercial and Government Entity Code Reporting;

FAR 52.204-17 Ownership or Control of Offeror; FAR 52.204-19 Incorporation by Reference of Representations and Certifications; FAR 52.222-19 Child Labor-Cooperation with Authorities and Remedies; FAR 52.223-6 Drug-Free Workplace; FAR 52.223-18 Encouraging Contractor Policies to Ban Text Messaging while Driving;

FAR 52.242-15 Stop-Work Order. The full text of these provisions and clauses may be accessed electronically at http://www.acquisition.gov/far or upon request to the Contracting Officer.

ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS - INVOICE PROCESSING

ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS - INVOICE PROCESSING

PLATFORM (IPP) (APRIL 2013)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor.

To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is:

https://www.ipp.gov.

http://www.ipp.gov/ http://www.ipp.gov/ http://www.ipp.gov/ http://www.ipp.gov/ http://www.ipp.gov/

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:

(a) Copy of Company Generated Invoice.

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment.

The Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) prior to the contract award date, but no more than 3 -5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ipp&,rroup@bos.frb.org or phone (866) 973-3131.

If the Contractor is unable to comply with the requirement to use IPP tor submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(End of Local Clause)

Quotes shall be submitted in writing on company letterhead and must include the RFQ number, the company name, point of contact, address, phone number, fax number, DUNS number, the unit price, the extended price, and any prompt payment discount terms. Offers are due at the following address by 5:00 p.m. MDT, March 17, 2015. Bureau of Land Management, 1206 S. Challis St., Salmon, ID 83467. Fax quotes will be accepted at (208) 756-5447. All questions regarding this requirement shall be directed to the contracting officer at

(208) 756-5438 or by email to slnagel@blm.gov. All responsible offerors may submit a quotation that, if timely received, shall be considered for award.

mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:ipp%26%2Crroup@bos.frb.org mailto:slnagel@blm.gov