SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" 1 Panes not exceeding 0,1 m2 m2 3 SFD4 Bill No. 11 GLAZING Item No Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 13 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 3 Carried Forward to Summary of Section No. 2 Section No. 2 SFD4 Bill No. 12 PAINTWORK BVI CONSULTING ENGINEERS R SECTION SUMMARY - SFD4 1 EARTHWORKS 38 2 CONCRETE,FORMWORK AND REINFORCEMENT 40 3 MASONRY 43 4 WATERPROOFING 44 5 ROOF COVERINGS 46 6 CARPENTRY AND JOINERY 48 7 IRONMONGERY 50 8 METALWORK 51 9 PLASTERING 52 10 PLUMBING AND DRAINAGE 54 12 PAINTWORK 56 Carried to Final Summary Section No. 2 SFD4 BVI CONSULTING ENGINEERS Amount R No SECTION 3 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 65 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 65 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 16 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 20 6 Hard rock m3 20 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 8 Carried Forward Section No. 3 SMD2 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 46 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 1...
SUPPLEMENTARY PREAMBLES. Cost of tests:
SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" 1 30mm thick on floors m2 17
SUPPLEMENTARY PREAMBLES. Descriptions
SUPPLEMENTARY PREAMBLES. Particle board:
SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" Sizes in descriptions Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick Hollow walls etc Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole. Walls in two skins described as "bagged and sealed" shall be deemed to include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats "Brixeal" bitumen emulsion waterproofing coating. User note: The above preamble generally applies for works in hot and humid coastal areas Face bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc
SUPPLEMENTARY PREAMBLES. Works on site View site Old materials are to be carted away Old materials are not to be re-used Removal from site Handing over of materials Asbestos cement materials Noise and disturbance Dust pollution General Prices NOTE
SUPPLEMENTARY PREAMBLES. Joinery: Sizes: Prices NOTE
SUPPLEMENTARY PREAMBLES. Keys/Locks Trade Names Fixing HINGES:
SUPPLEMENTARY PREAMBLES. The Tenderer is advised to visit the site, inspect the existing premises and acquaint himself thoroughly with the nature of the work specified. All sizes and dimensions stated herein are approximate and deemed only sufficient to identify the item of work concerned. Provide all necessary propping, etc., required to ensure the safety and stability of the structure during the contract period and remove at completion. Provide all necessary additional barricades, screens, overhead protections, etc., required to ensure the safety of persons, property, etc., and remove at completion.
