Metalwork COLLECTION. Total Brought Forward from Page No. BUILDING WORKS Bill No. 9 METALWORK R Amount
Metalwork COLLECTION. Total Brought Forward from Page No. R Amount
Metalwork COLLECTION. Total Brought Forward from Page No. BUILDING WORKS Bill No. 9 METALWORK R Amount Item No Quantity Rate Amount SECTION No. 2 BILL No. 10 PLASTERING SCREEDS Untinted granolithic screeds, etc. mixed by volume 4 parts granite chips, 1 part sand and 2 parts cement 1 40mm Thick screed to floors and landings. m2 97 A1 : 17 A2 : 14 A3 : 26 A4 : 40 2 25mm Thick screed to falls m2 24 A1 : 4 A2 : 5 A3 : 3 A4 : 12 Skirtings 3 75mm High coved skirting. m 179 A1 : 33 A2 : 26 A3 : 40 A4 : 80 PLASTER One coat internal 1:4 cement plaster on : 4 Brick walls in pit. m2 339 A1 : 42 A2 : 45 A3 : 56 A4 : 196 5 Brick walls (ICP) m2 413 A1 : 96 A2 : 64 A3 : 101 A4 : 152 Carried Forward to Summary of Section No. 2 BUILDING WORKS Bill No. 10 PLASTERING R No SECTION No. 2 BILL No. 11 PLUMBING AND DRAINAGE (PROVISIONAL) Roof gutters, rainwater pipes, etc. uPVC gutter including gutter brackets 1 125mm Half round xxxxx gutters on gutter brackets at 1000mm centres maximum fixed to fascias. m 34 A1 : 6 A2 : 5 A3 : 9 A4 : 14 2 Extra over uPVC gutter for forming discharge outlet to suit 100 x 75mm downpipe. No 5 A1 : 1 A2 : 1 A3 : 1 A4 : 2 3 Extra over gutter for stopped end. No 10 A1 : 2 A2 : 2 A3 : 2 A4 : 4 4 75mm Rainwater downpipe fixed to wall with and including proprietary holderbats. m 14 A1 : 4 A2 : 2 A3 : 4 A4 : 4 5 Extra over rainwater downpipe for bend. No 10 A1 : 2 A2 : 2 A3 : 2 A4 : 4 PIPEWORK, ETC. Pipes, pipe fittings, etc. WATER SUPPLIES Class 6 HDPE waterpipe 6 22mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc. m 22 A1 : 0 A2 : 0 A3 : 0 A4 : 22 Extra over Class 6 HDPE pipe for fittings 7 22mm Fittings. No 12 A1 : 0 A2 : 0 A3 : 0 A4 : 12 Carried to Collection BUILDING WORKS Bill No. 11 PLUMBING AND DRAINAGE (PROVISIONAL) R 1 32mm Pipe and fixing from water tanks to the stand pipe. including any necessary proprietary holderbats, fixings, etc. A1 : 7 A2 : 7 A3 : 7 A4 : 14 2 32mm Fittings. A1 : 3 A2 : 3 A3 : 3 A4 : 6
Metalwork COLLECTION. Total Brought Forward from Page No. -176- -177- -178- -179- -180- -181- -182- -183- -184- Section 2 Xxxx No. 10 Metalwork XXX XXXXXXXXX XXX - 12 HOUR XXXX XXXXXXX DISTRICT Amount R 3 4 5 6
Metalwork COLLECTION. Total Brought Forward from Page No. BUILDING WORKS Bill No. 9 METALWORK R Amount BILL No. 10 PLASTERING SCREEDS Untinted granolithic screeds, etc. mixed by volume 4 parts granite chips, 1 part sand and 2 parts cement 40mm Thick screed to floors and landings. A1 : 11 C1 : 6 D1 : 17 E1 : 0 G1 : 17 25mm Thick screed to falls A1 : 3 C1 : 3 D1 : 2 E1 : 0 G1 : 7 m2 51 m2 15 Rate Skirtings 3 75mm High coved skirting. m 107 A1 : 18 C1 : 16 D1 : 27 E1 : 0 G1 : 46 PLASTER One coat internal 1:4 cement plaster on : 4 Brick walls in pit. m2 209 A1 : 39 C1 : 32 D1 : 25 E1 : 0 G1 : 113 5 Brick walls (ICP) A1 : 76 C1 : 48 D1 : 74 E1 : 0 m2 283 G1 : 85 BUILDING WORKS Bill No. 10 PLASTERING PLUMBING AND DRAINAGE (PROVISIONAL) Roof gutters, rainwater pipes, etc. uPVC gutter including gutter brackets 1 125mm Half round xxxxx gutters on gutter brackets at 1000mm centres maximum fixed to fascias. A1 : 4 C1 : 3 D1 : 6 E1 : 0 G1 : 8 2 Extra over uPVC gutter for forming discharge outlet to suit 100 x 75mm downpipe.
Metalwork COLLECTION. Total Brought Forward from Page No. Bill No. 8 Metalwork Prepared by Takgalang Consulting R Amount NOTE : Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 142 for CPAP formula purposes. 1 On walls m2 295 Bill No. 9 Plastering Prepared by Takgalang Consulting The contractor is revered to the Model Preambles for Trades (2008 edition) as issued the Association of South African Quantity Surveyors before pricing this bill Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior written approval from the Representative / Agent
Metalwork COLLECTION. Total Brought Forward from Page No. Section No. 2 NEW BUILDINGS Bill No. 6 METALWORK 154 155 156 157 158 159 R Amount For preambles see "Construction Specifications - General Specification (PW371-A)" and "Construction Specifications - Particular Specification (PW371-B)" Surfaces shall be clean and free from oil and thoroughly wetted directly before any plastering or other in-situ finishes are commenced. Concrete surfaces shall be slushed with a mixture of one part cement and one part coarse sand or otherwise treated to form a proper key. Preparatory coats shall be thoroughly scored and roughened to form a proper key All coats of paving and plastering shall be executed in one operation without any blemishes All screeds to be Class 1 in accordance with SANS 10070 Granolithic shall be cured for at least seven days after laying Coloured granolithic shall be carried out in two coats in one operation and shall be tinted to the required colour with approved colouring pigment mixed into the finishing coat. Under no circumstances is the pigment to be sprinkled on and trowelled in after the granolithic is laid Section No. 2 NEW BUILDINGS Bill No. 7 PLASTERING Granolithic shall be divided into panels not exceeding 6m2 with V-joints and deep trowel cuts Granolithic to stairs shall include non-slip reedings to treads The method to be used shall be either the monolithic method or the bonded method For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic Granolithic shall be laid in panels not exceeding 14m² for monolithic finishes, not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolithic...
