SOLICITATION NOTICE
56 -- Coos Bay District Aggregate
- Notice Date
- 8/4/2009
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 212319
— Other Crushed and Broken Stone Mining and Quarrying
- Contracting Office
- Department of the Interior, Bureau of Land Management, Oregon Region, L OR-STATE OFC PROC MGMT BR(OR952)333 SW 1ST AVENUEPORTLANDOR97204US
- ZIP Code
- 00000
- Solicitation Number
- L09PS01031
- Response Due
- 8/18/2009
- Archive Date
- 9/17/2009
- Point of Contact
- Nunn, Stacia 503-808-6331, stacia_nunn@blm.gov<br />
- E-Mail Address
-
Nunn, Stacia
(stacia_nunn@blm.gov)
- Small Business Set-Aside
- Total Small Business
- Description
- This is a COMBINED SYNOPSIS SOLICITATION for commercial items prepared in accordance with the format in Federal Acquisition Regulation (FAR) Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation. QUOTATIONS ARE BEING REQUESTED AND A WRITTEN SOLICITATION WILL NOT BE ISSUED. Solicitation L09PS01031 is issued as a Request for Quotation (RFQ) and incorporates provisions and clauses in effect through Federal Acquisition Circular 2005-35. All responsible sources may submit a quote which will be considered. This solicitation is set aside for small business concerns. See Numbered Note(s): 1. NAICS code 212319; size standard of 500 employees. This will be a firm fixed-price contract for the Bureau of Land Management, Coos Bay District, Oregon. Award will be made per line item. SUPPLY AND DELIVER: 1.Little Camp Creek Stockpile 11,200 TONS of 3 MINUS CRUSHED AGGREGATE2.Bridge Shop Stockpile a.8,400 TONS 1 1/2 MINUS CRUSHED AGGREGATE b.2,800 TONS 3 MINUS CRUSHED AGGREGATE TECHNICAL SPECIFICATIONS: 1) Crushed Aggregate: When crushed rock material is produced from gravel, not less than 75 percent by weight of the particles retained on the No. 4 sieve shall have 3 manufactured fractured faces. Crushed rock material shall consist of hard durable rock fragments conforming to the following gradation requirements: a.Table 1204 1 1/2 minus aggregate - Percentage by weight passing square mesh sieves AASHTO T 11 & T 27 SD 1.5 inch, G:100%, SD 1 inch --; SD 3/4 inch, G:50-90%, SD 1/2 inch --; SD No.4, G: 25-50%, SD No. 8 --; SD No. 30 --; SD No. 40, G: 5-25% and a SD No. 200, G: 2-15% b. Table 1205 3 minus aggregate - Percentage by weight passing square mesh sieves AASHTO T 11 & T 27 SD 3 inch, G: 100%, SD 2 inch, G: 90-95%, SD 1 inch, G: 45-75%, SD No. 4, G: 15-45%, SD No. 40, G: 5-25% and SD No. 200G: 2-15%. 2)Crushed rock material retained on the No. 4 sieve shall have a percentage of loss of not more than 35 at 500 revolutions, as determined by AASHTO T 96. 3)Crushed rock material shall show a durability value of not less than 35 as determined by AASHTO T 210. 4)That portion of crushed rock material passing the No. 40 sieve, including blending filler, shall have a liquid limits of not more than 35, and a plasticity index of not less than 4 and not more than 12 as determined by AASHTO T 89 and AASHTO T 90. 5)That portion of crushed rock material passing No. 4 sieve, including blending filler, shall have a sand equivalent of not less than 35, as determined by AASHTO T 176, except where that portion exhibits a sand equivalence of less than 35, the aggregate will be accepted if it complies with the additional requirement as follows:Sand Equivalent (SE): 34 - No. 200 Sieve AASHTO T 27: 9, SE-33:8, SE-32:7, SE31:6, SE30:5, SE29 or less: 4. 6) STOCKPILES: a.The Contracting Officer Representative will mark the stockpile locations prior to rock haul. b.Any preparation required at the stockpile sites will be performed by government work crews, including any material required to stabilize the floor of the site. The completed stockpile of aggregate shall be neat and regular in form, and shall be made to occupy the smallest feasible area as staked by the Government. The side slopes shall not be flatter than 1:1. c.To avoid segregation of the various sizes in each stockpile, the aggregate shall be built up in layers of one to five feet in thickness. The aggregate shall be placed by truck or other approved types of equipment. Aggregate stockpiles shall be located and constructed within the marked areas so that no grading intermingling occurs. Pushing of aggregates into the stockpile with a bulldozer, or similar type of material- moving equipment, will not be permitted. However, bulldozers or similar equipment may be used in the leveling of aggregates. DELIVERY LOCATION AND PERFORMANCE: 1)Delivery shall be standard commercial practice and in a manner that will insure arrival at destination in a satisfactory condition and be acceptable to the carrier for safe transportation at the most economical rate F.O.B. to the two sites listed above. 2)Provide at least 48-hour notification to the COR prior to delivery. 3)Locations are shown on the drawings attached in FedConnect.net. Transportation maps are available at the BLM office located at 1300 Airport Lane, North Bend, Oregon. 4)All stockpiles shall be located in a designated area, staked by the COR. 5)The Contractor will be required to check out a government gate key for shop site and coordinate rock hauling with the Road Maintenance Department. The gate shall be left locked at all times unless the Road Department approves otherwise. 6)Approximately 11,200 tons of aggregate shall be delivery Little Camp Creek Stockpile. It is located 10.3 miles from Hwy 138. From Hwy 138, 0.3 miles on Mehl Creek Road, turn right on Henderer Road for 5.3 miles. Turn left on Bridge Road # 22-8-29.1 for 0.5 miles. Stay to the left at Y on Sawyer Creek Road. At this point, it is 4.1 miles to the stockpile. 7)Approximately 11,200 tons of aggregate shall be delivered to Bridge Maintenance Shop. It is located 1/4 mile east of the Bridge School along Highway 42. MEASUREMENT AND ACCEPTANCE: 1)The aggregate described in these specifications will be measured and paid for by the ton. 2)Trip (truck) tickets shall be given to the government the day of delivery. Tickets shall have the following information: Company name, size of aggregate, date, truck number, drivers name, stockpile location, amount of tonnage to the nearest 0.01 ton. 3)The quantity of crushed aggregate shall be verified by load tickets from an Oregon certified scales at a moisture content of 6% maximum. 4)One rock test per rock type shall be performed by the Contractor at the Contractors expense. 5)Additional testing may be performed by the Government to assure quality compliance. 6)No rock hauling will be permitted prior to approval of testing. 7)Final inspection and acceptance of supplies will be made by the Government at the place of delivery. 8)Once delivery has commenced, delivery must take place within a 45 calendar day period for per location or 60 for both locations and there shall be no deliveries of aggregate on Saturday, Sunday, or federal holidays unless approved prior by the COR. Offers shall submit signed and dated offers, either on a SF-1449 or letterhead stationery. Identify payment discount terms. APPLICABLE FAR CLAUSES AND OTHER PROVISIONS: 52.212-1 Instruction to Offerors - Commercial Items52.212-3 Offeror Representations and CertificationsCommercial Items: shall be completed as noted below and submitted with the quote. If an offeror has not completed the annual representations and certifications electronically at the ORCA website, https://orca.bpn.gov/login.aspx, the offeror shall complete and submit a hard copy with their quote. 52.212-4 Contract Terms and Conditions - Commercial Items52.212-5, Contract Terms and Conditions Required to Implement Statutes or Executive Orders - Commercial Items including 52.203-6, 52.219-6, 52.2l9-8, 52.219-14, 52.222-19, 52.222-20, 52.222.21, 52.222-26, 52.222-35, 52.222-36, 52.222-37, 52.225-3, 52.225-13, 52.232-29, 52.232-33 52.211-16 Variation in Quantity to be plus or minus 5 percent, this increase or decrease shall apply to the total contract quantity. Referenced clauses and provisions are available at: http://acquisition.gov/far/index.html. Quotations shall be mailed to Bureau of Land Management, Oregon State Office (OR952), P.O. Box 2965, Portland, Oregon, 97208, e-mailed to Stacia_Nunn@blm.gov, or facsimile at (503) 808-6312, by Close of Business, 5:00 pm, Pacific Standard Time on or before August 24, 2009. For questions contact Stacia Nunn at (503) 808-6331.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/DOI/BLM/OR/L09PS01031/listing.html)
- Record
- SN01898958-W 20090806/090805000612-1c7adcbe6fd01c935500316a8eef97c8 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
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