GENERAL SPECIFICATIONS.docx

GENERAL SPECIFICATIONS.docx - GENERAL SPECIFICATION...

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GENERAL SPECIFICATION PROPOSED TWO (2) STOREY RESIDENTIAL BUILDING LOT 1, BLK 2, OAKWOOD SUBD. MONGPONG, ROXAS CITY CAPIZ 5800 MR. JIREH A. ALBAY OWNER Approved by: Prepared by: MR. JIREH A. ALBAY __________________________ OWNER ARCHITECT
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Project : Proposed Two (2) Storey Residential Building Location : Lot 1, Blk 2, Oakwood Subd. Mongpong, Roxas City, 5800 Owner : Mr. Jireh A. Albay GENERAL SPECIFICATION I. SCOPE OF WORK 1. General The work to be done should be generally consist of provision of all labor, ma- terials, plans equipment, supervisions, and other facilities necessary and required for the construction of Residential building in strict compliance with the plans, specification and other related works, unless otherwise specified in the contract. 2. State of works a) Site preparation. b) Complete construction of the building shall be done in according with the Architect design, supervision until completion per plan and spec’s. c) Complete plumbing fixtures, septic vault and all piping to make the system operational. d) Complete electrical system includes fixtures, rough-in, and wires to make the system oper- ational. e) Painting materials must be of Davies brand for all masonry and enamel paints. f) Testing and adjustment. II. CONCRETE WORKS: All concrete works shall be done in according with the standard specs for concrete and reinforced concrete. a) Portland cement of approved brand shall be used. Aggregate shall be hard un- coated grains, strong and durable and reasonably clean. b) Water for gauging shall be fresh, free from oils and alkalies. c) Class “A” (1:2:4) mixture for all columns, footing and beams except for floor slabs and steps on fill which is class B (1:2.5:5). d) Concrete floor and steps on fill shall be laid on a prepared foundation. e) The earth fill shall be placed in layer not exceeding 0.10 (4”) in the thickness, each layer being thoroughly wetted, rolled and tamped. Said fill shall be made as soon as the concrete in walls and in foundations have set sufficiently to per- mit tamping.
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f) Metal Reinforcement to be used shall be new billet steel, wieldable quality and free from rust, oil, grease, or kinks. Spacing of bars shall be done in accordance
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  • Fall '14
  • Mr. June Berto
  • MR. JIREH A. ALBAY

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