Attachment 1 - Statement of Work.pdf
PDF 34 KB Posted
- Attached to
- Steel Shot Blast on Bridge Decks
- Solicitation number
- 6100047376
- Issued by
- Lycoming County, Morrisdale CDP, Pennsylvania
About this file
This document is a Statement of Work for a contract opportunity related to steel shotblasting for bridge decks. The work involves furnishing a machine, cleaning, and profiling concrete deck surfaces for application of an epoxy overlay by Department personnel. The required equipment includes a shotblasting machine, brooms, shovels, and magnets or magnetic brooms. The contractor must achieve a minimum production rate of 350 square feet per hour and ensure the prepared bridge deck has a surface profile between 5 and 7 per the ACI 515.1R. The contractor will be responsible for cleanup, with any remaining steel media required to be recovered. Traffic control will be provided by the Department.
Pricing will be on a square foot basis, which includes mobilization and standby time. The contractor must submit a Confirmation of Service Form (OS-501) within 48 hours of performing the work. No additional details are provided regarding pricing terms, set asides, incumbents, funding sources, or contract duration.
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Text version
Statement of Work
STEEL SHOTBLASTING FOR BRIDGE DECKS
Provision Body:
I. DESCRIPTION - This work is furnishing a machine, cleaning and profiling concrete deck surfaces for application of an epoxy overlay by Department personnel.
II. EQUIPMENT AND MATERIAL -
(a) Equipment - Shotblasting machine: Gasoline, Diesel, propane or electrically-powered units.
• Power source for the electric powered units.
• Brooms and shovels.
• Spare parts for “Blaster” maintenance.
• Magnets or magnetic broom to retrieve fugitive steel shot.
(b) Material – Steel shot is the only allowed consumable material. Steel shot size ranges from S-330 to S-550 as per the ICRI Guideline No. 03732
III. CONSTRUCTION –
(a) Cleanup. Steel media may not remain on the bridge deck. It shall be recovered by using magnets, magnetic broom, air blast, vacuum or stiff bristle broom.
(b) Mechanical grinding will be required along both left and right gutter lines/parapet.
(c) Production rates. Minimum production rate per unit shall be 350 ft 2/ hr.
(d) Visual inspection. The prepared bridge deck should have a surface profile between 5 and 7 as per the ACI 515.1R
(e) Brush Blast. After the initial shotblasting, (day #1), an inspection on the following day #2 will be completed to determine if any deleterious material exists that would require a brush blast.
An epoxy overlay will be placed on day #2. In the event a detour could not be implemented the same process, (evaluation for the brush blast need), would occur on the following day #3 to complete the half-width process.
(f) Traffic control will be provided by the Department.
III. PAYMENT -
(a) Square Foot. Square foot cost includes mobilization and stand-by time
(b) Confirmation of Services Form (See attached form)
Vendor must submit a “Confirmation of Service Form” (OS-501) for units of work authorized and satisfactorily performed to the County in which the work was performed. Instructions for completing the form are attached. This form must be completed and e-mailed to the Purchasing Agent within 48 hours of the service being performed.
demsmit Typewritten Text Attachment 1
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