Blast_Booth_Recovery(1).xls
XLS spreadsheet 56 KB Posted
- Solicitation number
- RFQ - 15A - 11063000000000001339
- Issued by
- Knox County, Lisbon CDP, Maine
About this file
This is a Request for Quotation (RFQ) for the State of Maine related to work on the Building 7230 Blast Booth Recovery project located at 89 Kansas Road, Limestone, Maine. The project involves the construction and installation of a blast booth floor recovery system as part of an existing building upgrade. The scope of work includes fabrication and installation of a recovery trough measuring 3 feet wide by 2 feet deep by 78 feet long with 3,500 psi concrete and #4 rebar reinforcement, a grating support system rated for 750 pounds per square foot, and a complete recovery equipment package featuring a 9-inch diameter by 78-foot long screw auger with independently driven screws, 2-inch flange bearings, polyurethane bushings, and 14.5-inch flightings. The equipment includes a 5 horsepower 460-volt three-phase 60-hertz TEFC motorized screw drive assembly with 60:1 gear reducers and a UL 508 blast system control panel with motor starters, overload fuses, illuminated selectors, and push button operators. All work must include delivery, installation, assembly, electrical connections, and placement of the trench auger and trough system.
Bid prices must include all transportation expenses to the project site and all materials and workmanship must comply with applicable Federal and State regulations and codes. The State participates in the Buy American Act. Award decisions will be based on best value, and contract award is contingent upon successful screening of bidders through the Federal Excluded Parties List System (EPLS) and submission of any required certifications of eligibility. Bidders must provide complete legal company names and, if applicable, Data Universal Number System (DUNS) and Commercial and Government Entity (CAGE) Code information. Payment terms are Net 30. All inquiries regarding this RFQ must be directed to the State Purchasing Division contact, not the MMA-Limestone Facility.
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Other files
| File | Type | Posted |
|---|---|---|
| Debarment_MMA_2010-10[1].doc | DOC document | |
| Solicitation_terms.doc | DOC document |
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General
| GENERAL INFORMATION AND REQUIREMENTS | |
| 1 | This solicitation is for work to be performed in concert with existing building 7230 upgrade project. |
| 2 | All materials and workmanship must meet all applicable Federal and State regulations, codes and statutes. |
| 3 | Bid prices must include all transportation expenses to destination: 89 Kansas Rd, Limestone, ME 04750 |
| 4 | We participate in the Buy American Act |
| 5 | Award decision will be based on best value. |
| 6 | In addition to other requirements, contract award is contingent on each of the following: |
| a) Successful screening of the bidding party through the federal Excluded Parties List System (EPLS) by the State. EPLS information can be found at the EPLS website: https://www.epls.gov/ | |
| b) The bidding party providing any required certification of eligibility the State Purchasing Division determines necessary. | |
| Note: Please provide your complete legal company or entity name and, if applicable, Data Universal Number System (DUNS) and Commercial and Government Entity (CAGE) Code information. | |
| 7 | Please address all inquiries about this RFQ to the listed State Purchasing Division contact as instructed in the preceding Solicitation Detail View, and not the MMA-Limestone Facility. |
| 8 | Additional State Purchasing Division requirements may apply and will be listed separately. |
Work
| Blast Booth Floor Recovery System | |
| To Include: | |
| Recovery Trough: | |
| Trough dimensions 3’ 0” wide x 2’ 0’ deep x 78’ 0” long | |
| Concrete will be 3,500 psi with #4 rebar reinforcement | |
| Existing slab will be cut approximately in order to allow excavation of the pit | |
| Concrete and excess excavation spoils will be wasted on property per MMA | |
| Grating support system has been designed to accommodate a 750lbs/sf rating. | |
| System will be supported utilizing a poured in steel angle | |
| Steel grating will be provided without coating or treatment. No finish | |
| Recovery Trough: | |
| Cost of Materials: | |
| Labor: | |
| Total Cost: | |
| RECOVERY EQUIPMENT: | |
| (1) 9” DIA X 78’ long screw auger | |
| Recovery trough to be constructed with 10 ga. steel with cold formed and welded | |
| Construction including: independently driven screws supported by 2” flange | |
| bearings, 2” hangers, 14/” flightings, polyurethane bushings. | |
| Long screws are driven by (1) 5 H.P. 460v/3/60 TEFC motorized screw drive | |
| Assembly with 60:1 gear reducers and direct shaft couplings ( no chains or sprockets). | |
| 460V/3/60 UL 508 blast system control panel addition: motor starters and | |
| overload fuses, illuminated panel mounted selectors and push button operators, | |
| for screw recovery and upgrades to main disconnect. | |
| RECOVERY EQUIPMENT: | |
| Cost of Materials: | |
| Labor: | |
| Total Cost: | |
| All to include delivery and installation and assembly of all equipment, installation of the Trench Auger and Trough System, placement of panel and electrical connections | |
| Payment Terms to be Net 30 |
File details come from the government source that posted it. Updated .