MOVEMENT JOINTS ETC. Expansion joints with bitumen impregnated softboard between vertical concrete or brick surfaces: 12 10mm Joints not exceeding 300mm high (Provisional).
MOVEMENT JOINTS ETC. Slip joints between horizontal concrete and brick surfaces including cement mortar bed 10 Not exceeding 300mm wide m 305 Expansion joints with closed cell expanded polystirene joint filler between vertical concrete and/or brick surfaces 11 10mm Joints not exceeding 300mm high m REINFORCEMENT (CPAP formula work group no. 114) Mild steel reinforcement to structural concrete work 1 586 12 8mm Diameter bars t 0.25 High tensile steel reinforcement to structural concrete work 13 25mm Diameter bars t 0.61
MOVEMENT JOINTS ETC. Expansion joints with bitumen impregnated softboard between vertical concrete or brick surfaces: 13 12mm Joints not exceeding 300mm high (Provisional). A1 : 44 A2 : 43 A3 : 48 m 122 m2 66 No 16 m 135 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCEMENT (PROVISIONAL) 14 High tensile steel reinforcement bars to structural concrete work. A1 : 0.47 A2 : 0.40 A3 : 0.54 Fabric reinforcement: 15 REF. 617 fabric reinforcement in concrete slabs. A1 : 46 A2 : 33 A3 : 61 16 REF. 395 fabric reinforcement in concrete surface beds. A1 : 33 A2 : 36 A3 : 34 t 1.41 m2 140 m2 103 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Section 2 Bill No. 2 Concrete, Formwork and Reinforcement COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 2 Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Page No 32 34 35 R Amount Item No
MOVEMENT JOINTS ETC. Expansion joints with closed cell expanded polystyrene joint filler or impregnated softboard between vertical concrete and/or brick surfaces 6 10mm Joints not exceeding 300mm high m 42 Carried Forward R Brought Forward R REINFORCEMENT (PROVISIONAL) Fabric reinforcement 7 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 56 Carried Forward to Summary of Section No. 3 R Item No BILL NO. 4 Quantity Rate Amount WATERPROOFING For preambles see "Model Preambles for Trades" SUPPLEMENTARY PREAMBLES Waterproofing Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee. Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs DAMPPROOFING OF WALLS AND FLOORS One layer of 250 micron "Consol Plastics Gunplas USB Green" waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape" 1 Under surface beds m2 56 JOINT SEALANTS ETC Two-part grey polysulphide sealing compound including backing cord, bond breaker, primer, etc 2 10 x 10mm in expansion joints in floors including raking out expansion joint filler as necessary m 42 Carried Forward to Summary of Section No. 3 R Item No BILL NO. 5 Quantity Rate ROOF COVERINGS ETC Tenderers are advised to study the Model Preambles for Trades before pricing this Bill PROFILED METAL SHEETING AND ACCESSORIES 0,5mm "IBR" Z200 spelter galvanised sheet steel with "Chromadek®" colour coated finish to one side and standard backing coat in single lengths fixed to mild steel channel/ timber purlins/ girts 1 Roof covering with pitch not exceeding 25 degrees m2 220 2 Ridge capping 450mm girth m 22
MOVEMENT JOINTS ETC. Two layers of 375 micron dampproof course in slip joints between horizontal concrete and brick surfaces including cement mortar bed.: 10 Not exceeding 300mm wide. m 789 REINFORCEMENT (CPAP Work Group No 114) (MEASURED PROVISIONALLY) Fabric reinforcement: 11 Type 395 fabric reinforcement in concrete surface beds, etc. m2 1 435 High tensile steel reinforcement to structural concrete work: 12 10mm Diameter bars. t 9.70 13 8mm Diameter bars. t 8.90 Carried Forward to Summary of Section No. 3 R Section No. 3 Bill No. 2 CONCRETE, FORMWORK AND REINFORCEMENT Item No SECTION 3 Quantity Rate BILL NO. 3 MASONRY PREAMBLES For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades SUPPLEMENTARY PREAMBLES BRICKWORK 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
MOVEMENT JOINTS ETC. Expansion joints with bitumen impregnated softboard between vertical concrete and brick surfaces Saw cut joints 14 Saw cut joints in top of concrete (Provisional) REINFORCEMENT m2 m2 m2 m2 m m2 Sets m 287 6 287 122 89 10.0 Carried Forward R Brought Forward R High tensile steel reinforcement to structural concrete work
MOVEMENT JOINTS ETC. Expansion joints with bitumen impregnated softboard between vertical concrete and brick surfaces 6 15mm Joints exceeding 300mm high (Provisional) m 146 Saw cut joints 7 Saw cut joints in top of concrete (Provisional) m 40 Horizontal joggle construction joints through concrete including thick cement slurry to one face 8 Slabs not exceeding 300mm thick (Provisional) m 40
MOVEMENT JOINTS ETC. Expansion joints between vertical concrete and brick surfaces 10 12mm Jointex expanded board not exceeding 300mm high m 414 Saw cut joints
MOVEMENT JOINTS ETC. Expansion joints with softboard between vertical concrete surfaces 31 12mm Joints not exceeding 300mm high m 224 BRICKWORK (CPAP FORMULA WORK GROUP NO. 116) Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 32 One brick walls m2 109 Brickwork reinforcement 33 150mm Wide reinforcement built in horizontally m 545 FACE BRICKWORK Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) External face bricks (Prime Cost Amount R 5 000.00/1000) pointed with flush horizontal and vertical joints 34 Extra over brickwork for face brickwork m2 100 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Section 2 Bill No. 1 Foundations (Provisional)
MOVEMENT JOINTS ETC. Expansion joints with closed cell expanded polystirene joint filler between vertical concrete and/or brick surfaces 19 10mm Joints not exceeding 300mm high m 1,106 REINFORCEMENT (CPAP formula work group no. 114) Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA Mild steel reinforcement to structural concrete work 20 8mm Diameter bars t 1.71 High tensile steel reinforcement to structural concrete work 21 20mm Diameter bars t 1.78 22 16mm Diameter bars t 1.72 23 12mm Diameter bars t 2.83 Fabric reinforcement 24 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 1,378 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA Section 2 Bill No. 2 Concrete, Formwork and Reinforcement COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 2 Section 2 Bill No. 2 Concrete, Formwork and Reinforcement SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA Page No 55 56 57 58 R Amount Item No Rate R
