Blast_Booth_Recovery(1).xls

XLS spreadsheet 56 KB Posted

Attached to
Building 7230 Blast Booth Recovery Trough & Equipment
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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Debarment_MMA_2010-10[1].doc DOC document
Solicitation_terms.doc DOC document

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General

GENERAL INFORMATION AND REQUIREMENTS
1This solicitation is for work to be performed in concert with existing building 7230 upgrade project.
2All materials and workmanship must meet all applicable Federal and State regulations, codes and statutes.
3Bid prices must include all transportation expenses to destination: 89 Kansas Rd, Limestone, ME 04750
4We participate in the Buy American Act
5Award decision will be based on best value.
6In 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.
7Please 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.
8Additional 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

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