BRICKWORK IN FOUNDATIONS Sample Clauses

BRICKWORK IN FOUNDATIONS. The Tenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition) and the Supplementary Preambles hereunder. Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 16 Piers m3 4 17 One brick walls m2 69 Carried Forward R Section No. 3 Bill No. 1 EARTHWORKS Brought Forward R Brickwork reinforcement 18 150mm Wide reinforcement built in horizontally m 692 External face bricks (Prime Cost Amount R 4000.00/1000) pointed with flush horizontal and vertical joints 19 Extra over brickwork for face brickwork m2 29 20 Fair cutting at squint quoin or birdsmouth angle m 8 Carried Forward to Summary of Section No. 3 R Section No. 3 Bill No. 1 EARTHWORKS Item No SECTION 3 Quantity Rate BILL NO. 2 CONCRETE, FORMWORK AND REINFORCEMENT PREAMBLES For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades SUPPLEMENTARY PREAMBLES The contractor is refered to the Model Preambles for Trades (2008 edition) as issued the Association of South African Quantity Surveyors before pricing this bill Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect. The testing shall be undertaken by an independent firm or institution nominated by the contractor to the approval of the architect. (Test cubes are measured separately).
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BRICKWORK IN FOUNDATIONS. The Tenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition) and the Supplementary Preambles hereunder. Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 16 Piers m3 6 Brickwork reinforcement 18 150mm Wide reinforcement built in horizontally m 1,260 External face bricks (Prime Cost Amount R 4000.00/1000) pointed with flush horizontal and vertical joints 19 Extra over brickwork for face brickwork m2 230 20 Fair cutting at squint quoin or birdsmouth angle m 12 Carried Forward to Summary of Section No. 5 R Section No. 5 Bill No. 1 EARTHWORKS Item Quantity Rate Amount
Sample 1
BRICKWORK IN FOUNDATIONS. Brickwork of NFX bricks (14 MPa nominal compressive strength) in class II mortar 23 One brick walls m2 488 BRICKWORK SUNDRIES Joint forming material in movement joints 24 10mm Bitumen impregnated softboard built in vertically between brick skins m2 28 2,5mm Brickwork reinforcement 25 150mm Wide reinforcement built in horizontally m 3 456 FACE BRICKWORK "Corobrik Middelwit Fynbos Geel" face bricks pointed with recessed horizontal and vertical joints 26 Extra over brickwork for face brickwork m2 196 "Corobrik Middelwit Fynbos Geel" brick-on-edge header course copings, xxxxx, etc pointed with recessed joints on all exposed faces 27 220mm Wide copings on top of one brick wall m 144 WATERSTOPS, SEALING STRIPS, JOINT SEALANTS, ETC Carried to Collection R Section No. 2 4 X 4-CLASSROOMS WITH STORES Bill No. 1 FOUNDATIONS Xxxx Xxxxxxx Primary School Two part grey polysulphide sealing compound including backing cord, bond breaker, primer, etc
Sample 1
BRICKWORK IN FOUNDATIONS. Brickwork of NFX bricks (14 MPa nominal compressive strength) in class II mortar 13 One brick walls m2 13 2,5mm Brickwork reinforcement 14 150mm Wide reinforcement built in horizontally m 127 EXTERNAL PLASTER Cement plaster wood floated, on brickwork 15 On walls in foundations m2 6 PAINTWORK ON EXTERNAL PLASTER Prepare and prime with "Plascon Plaster Primer (UC 56)" and apply two finishing coats "Plascon Super Acrylic Polvin" PVA paint 16 Walls in foundations m2 6 Carried to Collection R Section No. 2 RENOVATIONS TO EXISTING BUILDINGS Bill No. 3 FOUNDATIONS
Sample 1
BRICKWORK IN FOUNDATIONS. The Tenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition) and the Supplementary Preambles hereunder. Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 16 Piers m3 7 17 One brick walls m2 248 Brickwork reinforcement 18 150mm Wide reinforcement built in horizontally m 6,720 External face bricks (Prime Cost Amount R 4000.00/1000) pointed with flush horizontal and vertical joints 19 Extra over brickwork for face brickwork m2 52 20 Fair cutting at squint quoin or birdsmouth angle m 14 Carried Forward to Summary of Section No. 5 R Section No. 5 Bill No. 1 EARTHWORKS
Sample 1
BRICKWORK IN FOUNDATIONS. Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar (Cement to be 42.5N all- purpose cement): 21 One brick walls. m2 120 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar (Cement to be 42.5N all- purpose cement): 22 One brick walls. m2 109 Brickwork reinforcement:
Sample 1

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