{"text_format":"3","workbook":"xlsx","n_sheets":1,"sheets":["DPW-MAKH-SAN"],"read":"whole","date_system":"1900"}

{"sheet":"DPW-MAKH-SAN","index":0,"n_rows":2985,"n_cols":8,"rows_kept":2985}
["ITEM NO",{"$nulls":4},"QUANTITY","RATE","AMOUNT"]
[]
[null,null,"SECTION NO. 1"]
[]
[null,null,"BILL NO. 1"]
[]
[null,null,"PRELIMINARIES"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[{"v":1,"d":"1 "},null,"PRELIMINARIES & GENERAL",null,"Item","1.00",null,{"$f":"ROUND(F13*G13,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"SECTION NO. 2"]
[]
[null,null,"BILL NO. 1"]
[]
[null,null,"ALTERATIONS"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"OLD MATERIALS TO BECOME PROPERTY OF THE CONTRACTOR: Old materials from alterations except where described to be re-used or handed over, become the property of the contractor, who must allow credit for same in the Final Summary"]
[]
[null,null,"OLD MATERIALS TO BE CARTED AWAY: Old materials from the alterations except where described to be re-used or handed over, as well as all rubbish etc. must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,null,"OLD MATERIALS NOT TO BE REUSED: None of the old materials are to be used for new work except where specifically described as being set aside for re-use."]
[]
[null,null,"HANDING OVER OF MATERIALS: Where certain materials or articles from demolitions or alterations are described as to be handed over by the contractor to the Regional Representative or Representative/ Agent such materials or articles shall be properly stored by the contractor, until handing over thereof. The contractor shall obtain an official receipt listing the materials or articles and dates of handing over. If the contractor fails to submit the receipt when requested to do so it shall be deemed that the materials or articles are still in his possession and he will be held liable to the Department for the full replacement value thereof which amount will be deducted from monies due to the contractor."]
[]
[null,null,"WORK GROUP 102"]
[]
[null,null,"REMOVAL OF EXISTING WORK"]
[]
[null,null,"Demolishing and removing"]
[]
[{"v":1,"d":"1 "},null,"Single storey building with pitched roof, 3.3m x 2m on plan and 3m high at eaves, comprising concrete surface bed, brick external walls, brick internal walls and sheet steel roof covering on timber trusses, complete including removal of internal sanitary fittings and plumbing",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F41*G41,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Single storey building with pitched roof, 5.2m x 4.1m on plan and 3m high at eaves, comprising concrete surface bed, brick external walls, brick internal walls and sheet steel roof covering on timber trusses, complete including removal of internal sanitary fittings and plumbing",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F43*G43,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Break up and set aside existing concrete surface bed or slab for filling.",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F45*G45,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Surplus filling from the demolitions in filling in of existing toilet pits",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F47*G47,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Surplus filling from the excavations in filling in of existing toilet pits",null,"m³",{"v":38,"d":"38 "},null,{"$f":"ROUND(F49*G49,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Tenderer to note that they are required to provide the desludging certificate prior to be paid for demolition of  toilets"]
[]
[null,null,"TEMPORARY BARRIERS, SCREENS, ETC"]
[]
[null,null,"Temporary barriers, screens, etc including removal"]
[]
[{"v":6,"d":"6 "},null,"Temporary shade cloth screen 2000mm high of 70% green shade cloth including posts, fixing, etc.",null,"m",{"v":150,"d":"150 "},null,{"$f":"ROUND(F57*G57,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TEMPORARY GATE"]
[]
[null,null,"Temporary Double swing gate for construction vehicles."]
[]
[{"v":7,"d":"7 "},null,"Double swing gate 5000mm wide x 2400mm high with 50 x 38 x 5 mm handle and catch with 15mm diameter hole for padlock.The bottom lock have 2mm washer welded to bar to serve as a stopper and 38 x 50 5mm to be guided  with 20mm diameter holes",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F63*G63,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TEMPORARY TOILETS"]
[]
[{"v":8,"d":"8 "},null,"Allow for providing 10 temporary chemical toilets to be used by learners and staff members during construction.",null,"Item","1.00",null,{"$f":"ROUND(F67*G67,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Tenderer to note that a total hire period of 10 calender months must be priced in the above mentioned item."]
[]
[null,null,"SECTION NO.3"]
[]
[null,null,"BILL NO 1"]
[]
[null,null,"EARTHWORKS (Provisional)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Nature of ground"]
[]
[null,null,"The nature of the ground is assumed to be loose sandy material, therefore \"earth\", but possibly interspersed with \"hard rock\" or \"soft rock\"."]
[]
[null,null,"The nature of the ground is assumed to be gravel, therefore \"earth\", but possibly interspersed with \"soft rock\"."]
[]
[null,null,"The nature of the ground is assumed to be silty clay with loose river boulders varying in size up to approximately 450mm diameter, therefore \"earth\", but possibly interspersed with \"hard rock\"."]
[]
[null,null,"Trial holes indicate that the nature of the ground is silty clay to a depth of approximately 500mm with fine to medium loose sandy material below, therefore \"earth\".  The trial holes also indicate that the water table is at a maximum depth of approximately 1000mm."]
[]
[null,null,"A soils investigation has been carried out on site by the engineer and the report is annexed to these bills of quantities. Descriptions of excavations shall be deemed to include all ground conditions classifiable as \"earth\" described in the above report and where conditions of a more difficult character are indicated these are separately measured"]
[]
[null,null,"Carting away of excavated material"]
[]
[null,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site"]
[]
[null,null,"Filling"]
[]
[null,null,"Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any multiple handling of material"]
[]
[null,null,"WORK GROUP 104"]
[]
[null,null,"SITE CLEARANCE ETC"]
[]
[null,null,"Site clearance"]
[]
[{"v":1,"d":"1 "},null,"Stripping average 100mm thick layer of top soil and stockpiling on site",null,"m²",{"v":84,"d":"84 "},null,{"$f":"ROUND(F109*G109,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"EXCAVATIONS"]
[]
[null,null,"Excavation in earth exceeding 2m  and n.e 4m deep"]
[]
[{"v":2,"d":"2 "},null,"Raft foundation",null,"m³",{"v":10,"d":"10 "},null,{"$f":"ROUND(F115*G115,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Keeping excavations free of water"]
[]
[{"v":3,"d":"3 "},null,"Keeping excavations free of water",null,"Item","1.00",null,{"$f":"ROUND(F119*G119,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"FILLING ETC"]
[]
[null,null,"Earth filling obtained from the excavations (not compacted)"]
[]
[{"v":4,"d":"4 "},null,"In prescribed stock piles on site",null,"m³",{"v":27,"d":"27 "},null,{"$f":"ROUND(F125*G125,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, compacted to 93% Mod AASHTO density"]
[]
[{"v":5,"d":"5 "},null,"Backfilling to trenches, holes, etc",null,"m³",{"v":54,"d":"54 "},null,{"$f":"ROUND(F129*G129,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"G5 earth filling supplied by the contractor, compacted to 93% Mod AASHTO density"]
[]
[{"v":6,"d":"6 "},null,"Under floors, steps, pavings, etc",null,"m³",{"v":24,"d":"24 "},null,{"$f":"ROUND(F133*G133,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Coarse river sand filling supplied by the contractor"]
[]
[{"v":7,"d":"7 "},null,"Under floors etc",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F137*G137,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Compaction of surfaces"]
[]
[{"v":8,"d":"8 "},null,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density",null,"m²",{"v":73,"d":"73 "},null,{"$f":"ROUND(F141*G141,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prescribed density test on filling"]
[]
[{"v":9,"d":"9 "},null,"\"Modified AASHTO Density\" test",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F145*G145,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"\"Field Density\" test including \"Optimum Moisture Content\" (four readings per test)",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F147*G147,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SOIL POISONING"]
[]
[null,null,"Soil insecticide"]
[]
[{"v":11,"d":"11 "},null,"Under floors etc, including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming",null,"m²",{"v":66,"d":"66 "},null,{"$f":"ROUND(F153*G153,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":12,"d":"12 "},null,"To bottoms and sides of trenches etc",null,"m²",{"v":88,"d":"88 "},null,{"$f":"ROUND(F155*G155,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 2"]
[]
[null,null,"CONCRETE, FORMWORK AND REINFORCEMENT(Provisional)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"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 and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,null,"WORK GROUP 110"]
[]
[null,null,"REINFORCED CONCRETE"]
[]
[null,null,"25Mpa/20mm concrete"]
[]
[{"v":1,"d":"1 "},null,"Strip footings",null,"m³",{"v":3,"d":"3 "},null,{"$f":"ROUND(F179*G179,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Ramps,aprons etc",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F181*G181,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Raft foundation",null,"m³",{"v":8,"d":"8 "},null,{"$f":"ROUND(F183*G183,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 111"]
[]
[null,null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1)"]
[]
[null,null,"Smooth formwork to sides:"]
[]
[{"v":4,"d":"4 "},null,"Edges, risers, ends and reveals not exceeding 300mm high or wide",null,"m",{"v":37,"d":"37 "},null,{"$f":"ROUND(F191*G191,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth form work to soffits"]
[]
[{"v":5,"d":"5 "},null,"Suspended slabs including propping n.e 3.5m high",null,"m²",{"v":16,"d":"16 "},null,{"$f":"ROUND(F195*G195,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth formwork to sides and soffits:"]
[]
[{"v":6,"d":"6 "},null,"230x 350mm Concrete Beam below suspended slab",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F199*G199,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth Formwork to form:"]
[]
[{"v":7,"d":"7 "},null,"Sides of Raft Foundation",null,"m²",{"v":24,"d":"24 "},null,{"$f":"ROUND(F203*G203,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"250 mm Diameter opening.",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F205*G205,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"110mm Diameter opening.",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F207*G207,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE SUNDRIES"]
[]
[null,null,"Finishing top surface of concrete with a wood trowel."]
[]
[{"v":10,"d":"10 "},null,"Surface beds, slabs, etc",null,"m²",{"v":65,"d":"65 "},null,{"$f":"ROUND(F213*G213,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sikafloor-curehard-24 dry-shake floor hardening agent in accordance with the manufacturer's instructions  applied on"]
[]
[{"v":11,"d":"11 "},null,"Power floated concrete surfaces during the power floating process",null,"m²",{"v":35,"d":"35 "},null,{"$f":"ROUND(F217*G217,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Concrete strength test cubes"]
[]
[{"v":12,"d":"12 "},null,"Prepare set of six concrete cubes each size 150 x 150 x 150 mm and deliver to an approved laboratory for testing and pay all charges. (Provisional)",null,"Sets","3.0",null,{"$f":"ROUND(F221*G221,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"MOVEMENT JOINTS ETC"]
[]
[null,null,"Saw cut  Ream out 6mm wide 20mm deep seal,10 x 6 with SIKAFLEX-PRO 2HP on polyethylene backing cord."]
[]
[{"v":13,"d":"13 "},null,"6 x 20mm deep saw cut joints in top of concrete",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F227*G227,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Isolation joints with softboard between vertical concrete and brick surfaces"]
[]
[{"v":14,"d":"14 "},null,"10mm Joints not exceeding 300mm high or wide",null,"m",{"v":28,"d":"28 "},null,{"$f":"ROUND(F231*G231,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":15,"d":"15 "},null,"10mm Joints exceeding 300mm high or wide",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F233*G233,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114"]
[]
[null,null,"REINFORCEMENT (PROVISIONAL)"]
[]
[null,null,"High tensile steel reinforcement to structural concrete work"]
[]
[{"v":16,"d":"16 "},null,"Bars in reinforcement of all sizes",null,"t","1.61",null,{"$f":"ROUND(F241*G241,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Fabric reinforcement"]
[]
[{"v":17,"d":"17 "},null,"Type 245 fabric reinforcement in concrete surface beds, slabs, etc",null,"m²",{"v":61,"d":"61 "},null,{"$f":"ROUND(F245*G245,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 3"]
[]
[null,null,"PRECAST CONCRETE"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Sizes"]
[]
[null,null,"Blocks, sills, etc measured linear shall be made in suitable lengths.  Large size setting out drawings shall be prepared where necessary and submitted to the architect for approval before moulds are made"]
[]
[null,null,"General"]
[]
[null,null,"Where kerbstones, blocks, etc are laid in ground, descriptions shall be deemed to include necessary excavation, filling in and ramming"]
[]
[null,null,"WORK GROUP 112"]
[]
[null,null,"PRECAST CONCRETE ACCESS PANELS"]
[]
[{"v":1,"d":"1 "},null,"1100 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and 12mm thick x 70mm wide sondorband self-adhesive Flexible wax-and resin-impregnated Polyurethane foam strips at supporting ends of each panel.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F269*G269,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Ditto but 1120 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and rubber seal on soffits",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F271*G271,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Ditto but 1300 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and rubber seal on soffits",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F273*G273,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Ditto but 2080 x 375 x 100mm thick precast concrete pit latrine access panel",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F275*G275,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 4"]
[]
[null,null,"MASONRY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"BRICKWORK"]
[]
[null,null,"Sizes in descriptions"]
[]
[null,null,"Where sizes in descriptions are given in brick units, \"one brick\" shall represent the length and \"half brick\" the width of a brick"]
[]
[null,null,"Hollow walls etc"]
[]
[null,null,"Descriptions of hollow walls shall be deemed to include wall ties and leaving every fifth perpend of the bottom course of the external skin open as a weep hole"]
[]
[null,null,"Reinforced brick lintels"]
[]
[null,null,"Lintels shall bear at least 160mm onto adjacent walling.  Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous"]
[]
[null,null,"Face bricks"]
[]
[null,null,"Bricks shall be ordered timeously to obtain uniformity in size and colour"]
[]
[null,null,"Pointing"]
[]
[null,null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"BLOCKWORK"]
[]
[null,null,"Concrete masonry units"]
[]
[null,null,"Blocks shall be either solid or hollow modular dense concrete masonry units in accordance with SABS Specification 1215, having compressive strengths as described"]
[]
[null,null,"Blockwork"]
[]
[null,null,"Blockwork shall comply with SABS 0145 \"Concrete Masonry Construction\" Surfaces to be plastered shall have joints raked out to a depth of at least 10mm to provide a key.  Cavities of hollow walls shall be kept free of mortar droppings or other undesirable matter. Every second perpend of the bottom course of the external skin of hollow walls shall be left open as a weep hole"]
[]
[null,null,"Standard complementary blocks"]
[]
[null,null,"Descriptions of blockwork shall be deemed to include standard complementary blocks such as corner, three-quarter, half and quarter blocks required in the construction of corners, reveals, jambs, ends, etc to solid and hollow walls and for bonding asnecessary"]
[]
[null,null,"DECORATIVE BLOCKS"]
[]
[null,null,"Blocks shall be of approved manufacture, sound, well burnt or cured and uniform and true in size, shape and colour"]
[]
[null,null,"\"WINBLOK\" MODULAR PRECAST CONCRETE WINDOW SURROUNDS"]
[]
[null,null,"General"]
[]
[null,null,"Window surrounds shall be built into brick walls and pointed all round on both sides with 10 x 10mm square recessed joints"]
[]
[null,null,"Prices shall include for building in as single units or combinations in patterns of two or more window units and for bedding solid all round in mortar and pointing"]
[]
[null,null,"Note"]
[]
[null,null,"Aluminium infill windows, glazing and pointing with sealing compound are measured elsewhere"]
[]
[null,null,"SAMPLES"]
[]
[null,null,"Samples of all masonry building units, shall consist of a minimum of 6 units"]
[]
[null,null,"PAVINGS"]
[]
[null,null,"Quarry tiles, precast concrete, cement, terrazzo and similar tiles"]
[]
[null,null,"Tiles shall be of approved manufacture, well burnt or cured, and uniform and true in size, shape and colour"]
[]
[null,null,"Preparation of concrete floor beds, slabs, etc for pavings"]
[]
[null,null,"Concrete surfaces shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter.  Surfaces shall then be wetted and kept damp for at least six hours before slushing with 1:2 cement/sand and while still wet, pavings, etc. shall be laid on a 1:4 cement mortar bed not exceeding 25mm thick.  Sand shall be clean, sharp river sand"]
[]
[null,null,"Jointing of pavings"]
[]
[null,null,"Pavings, etc, shall, except for crazy paving, be laid with continuous joints in both directions"]
[]
[null,null,"STONEWORK"]
[]
[null,null,"Slate, marble, granite, etc"]
[]
[null,null,"Slate, marble, granite, etc is to be best quality stone from an approved quarry, free from cracks and other defects and equal to samples to be submitted to and approved by the architect.  Each stone is to hold its full size, square to the back and tobe set on its natural quarry bed"]
[]
[null,null,"Setting out"]
[]
[null,null,"Care shall be exercised in setting out the work, the preparation of templates and the checking of the detail drawings.  All measurements shall be taken on the site where necessary and the full size setting out of each course shall be done at the yardso as to ensure the proper fitting of each stone"]
[]
[null,null,"Before putting any work in hand the contractor is to submit to the architect for his approval details of the manner in which he proposes to set out the slabs and joints in all wall facings, pavings, sills, treads, etc together with samples of grain or pattern matching"]
[]
[null,null,"Face labours"]
[]
[null,null,"Face labours are to match samples to be submitted to and approved by the architect Arrises are to be clean and sharp except to treads and thresholds where they are to be slightly rounded"]
[]
[null,null,"Bedding and jointing"]
[]
[null,null,"Slate, marble, granite and other floor paving and wall linings are to be bedded solidly on the mortar thicknesses described and are to have tightly fitting butt joints unless otherwise stated Where stonework is to be fixed with adhesive, the adhesive is to be \"TAL Goldstar/Bond\" (mixed 20kg/5 litre) for external use or where white or light coloured marble is used, \"TAL Goldstar\" for internal use or other approved.  The contractor will be liable for any defects to the slate, marble and granite arising from the use of the adhesive"]
[]
[null,null,"Where soffit linings are suspended the suspension system must be concealed and must be submitted to the architect for approval before work commences Where tolerance screws are required these are to be stainless steel expanding bolt type with matching stainless steel bracket and PVC clad dowel with nuts and washers etc"]
[]
[null,null,"Damaged work"]
[]
[null,null,"Any damaged stonework shall be discarded and replaced at the contractor's expense.  No touching up will be permitted except in exceptional cases, with the architect's consent"]
[]
[null,null,"Descriptions"]
[]
[null,null,"Descriptions of stonework shall be deemed to include preparatory work, labours to backs, beds and joints, templates, mortices for bolts etc and for hoisting and setting in position, bedding, jointing and pointing, casing and protecting from injury and cleaning down at completion Descriptions of recessed pointing to stonework shall be deemed to be square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"WORK GROUP 116"]
[]
[null,null,"SUPERSTRUCTURE"]
[]
[null,null,"Brickwork of NFP bricks in class II mortar"]
[]
[{"v":1,"d":"1 "},null,"Half brick walls",null,"m²",{"v":4,"d":"4 "},null,{"$f":"ROUND(F393*G393,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Half brick wall in beamfilling.",null,"m²",{"v":3,"d":"3 "},null,{"$f":"ROUND(F395*G395,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Piers",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F397*G397,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"One brick walls",null,"m²",{"v":104,"d":"104 "},null,{"$f":"ROUND(F399*G399,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Facebrick"]
[]
[null,null,"Corobrick Firelight Satin FBX facing bricks and pointing with 6 mm square recessed joints"]
[]
[{"v":5,"d":"5 "},null,"Extra over ordinary brickwork for facing in stretcher bond and pointing.",null,"m²",{"v":83,"d":"83 "},null,{"$f":"ROUND(F405*G405,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra over brickwork for face brickwork in beamfilling.",null,"m²",{"v":2,"d":"2 "},null,{"$f":"ROUND(F407*G407,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":7,"d":"7 "},null,"Face brick on edge window cill set sloping and slightly projecting on bottom edge in 1:5 cement mortar including cutting and fitting between reveals, fair splay cutting under and pointing on top, edge and projecting soffit (In No. 28)",null,"m",{"v":3,"d":"3 "},null,{"$f":"ROUND(F409*G409,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Face brick cut soldier course window head, formed with cant bricks170mm high, bedded in 1:5 cement mortar including cutting and fitting between reveals and pointing on top and front face.",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F411*G411,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"Face brick soldier course band 160mm wide to top of one brick wall bedded in 1:5 cement mortar including pointing to sides and faces",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F413*G413,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"Fair raking cutting.",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F415*G415,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BRICKWORK SUNDRIES"]
[]
[null,null,"Bagging of 1:3 cement and sand mixture"]
[]
[{"v":11,"d":"11 "},null,"Bag outer face or inner skin of brick wall to receive bitumen paint (elsewhere measured)",null,"m²",{"v":53,"d":"53 "},null,{"$f":"ROUND(F421*G421,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Brickwork reinforcement"]
[]
[{"v":12,"d":"12 "},null,"75mm Wide reinforcement built in horizontally",null,"m",{"v":38,"d":"38 "},null,{"$f":"ROUND(F425*G425,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":13,"d":"13 "},null,"150mm Wide reinforcement built in horizontally",null,"m",{"v":975,"d":"975 "},null,{"$f":"ROUND(F427*G427,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Concrete prestressed fabricated lintels"]
[]
[{"v":14,"d":"14 "},null,"110 x 75mm Lintels in lengths not exceeding 3m",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F431*G431,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":15,"d":"15 "},null,"110 x 75mm Lintels in lengths not exceeding 3m n.e 4.5m",null,"m",{"v":22,"d":"22 "},null,{"$f":"ROUND(F433*G433,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Galvanised hoop iron cramps, ties, etc"]
[]
[{"v":16,"d":"16 "},null,"32 x 1,2mm Galvanised hoop iron roof tie 600mm girth with each end fixed to timber",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F437*G437,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 5"]
[]
[null,null,"WATERPROOFING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 120"]
[]
[null,null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,null,"One layer of 375 micron \"Consol Plastics Brikgrip DPC\" embossed damp proof course"]
[]
[{"v":1,"d":"1 "},null,"In walls",null,"m²",{"v":10,"d":"10 "},null,{"$f":"ROUND(F453*G453,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One layer of 250 micron \"Consol Plastics Gunplas USB Green\" waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\""]
[]
[{"v":2,"d":"2 "},null,"Raft foundation",null,"m²",{"v":55,"d":"55 "},null,{"$f":"ROUND(F457*G457,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Under Pit base slab.",null,"m²",{"v":19,"d":"19 "},null,{"$f":"ROUND(F459*G459,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Pit Linings"]
[]
[{"v":4,"d":"4 "},null,"Floors",null,"m²",{"v":16,"d":"16 "},null,{"$f":"ROUND(F463*G463,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Two coats \"Brixeal\" bitumen emulsion waterproof coating"]
[]
[{"v":5,"d":"5 "},null,"On bagged brick walls",null,"m²",{"v":53,"d":"53 "},null,{"$f":"ROUND(F467*G467,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SEALANTS ETC"]
[]
[{"v":6,"d":"6 "},null,"Silicon pointing to aluminium windows",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F471*G471,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SIKAFELX PRO 2HP or other equally approved sealing compound including backing cord, bond breaker, primer, etc"]
[]
[{"v":7,"d":"7 "},null,"6 x 10mm In saw cut joints in floors",null,"m",{"v":6,"d":"6 "},null,{"$f":"ROUND(F475*G475,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"10 x 10mm Isolation joints in floors",null,"m",{"v":26,"d":"26 "},null,{"$f":"ROUND(F477*G477,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"10 x 10mm Construction joint joints in floors",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F479*G479,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 6"]
[]
[null,null,"ROOF COVERINGS ETC"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 124"]
[]
[null,null,"PROFILED METAL SHEETING AND ACCESSORIES"]
[]
[null,null,"Safintra 0.50mm thick WIDEDEK AZ150 G550 pre-painted interlocking roof sheeting fixed to 75 x 50mm SA pine purlins at 1200mm centres (purlins elsewhere measured) with 2 x galvanised hurricane clip screws fixed at each intersection to premanufactured gang nail type SA pine trusses (trusses elsewhere measured)"]
[]
[{"v":1,"d":"1 "},null,"Roof coverings with pitches not exceeding 50 degrees",null,"m²",{"v":39,"d":"39 "},null,{"$f":"ROUND(F495*G495,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"0.5mm thick ridge capping",null,"m",{"v":6,"d":"6 "},null,{"$f":"ROUND(F497*G497,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"0,5mm Thick cover flashing piece to roofing 375mm girth twice times bent, including notching over ribs",null,"m",{"v":6,"d":"6 "},null,{"$f":"ROUND(F499*G499,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Ditto but purpose made tile to end of ridge",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F501*G501,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Hole through metal roof sheeting for and flashing around 110mm pipe with Fibreglass and sealing with resin",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F503*G503,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Moulded narrow or broad rib polyethelene filler blocks",null,"m",{"v":11,"d":"11 "},null,{"$f":"ROUND(F505*G505,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"ROOF AND WALL INSULATION"]
[]
[null,null,"\"Sisalation 420\" heavy industrial grade aluminium foil based insulation"]
[]
[{"v":7,"d":"7 "},null,"Insulation laid taut over purlins (at approximately 1,80m centres) and fixed concurrent with roof covering, including taped laps and nylon straining wires",null,"m²",{"v":39,"d":"39 "},null,{"$f":"ROUND(F511*G511,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":8,"d":"8 "},null,"\"Sondor\" Eave Polycloser",null,"m",{"v":24,"d":"24 "},null,{"$f":"ROUND(F515*G515,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 7"]
[]
[null,null,"CARPENTRY AND JOINERY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 126"]
[]
[null,null,"ROOFS, ETC"]
[]
[null,null,"Plate nailed timber roof truss construction"]
[]
[null,null,"Timber roof truss prices are to include for the design, supply,wind categoy as per SANS 10160 and erection of the trusses into position complete including bolts, connectors, connections, etc.The dimensions of the trusses given in the following descriptions are nominal and the actual measurements for the design and manufacture of the trusses must be taken on site to match existing.The truss spans given are measured horizontally between the outer faces of the wall plates. Permanent bracing and runners have not been measured in accordance with the Standard System of Measuring Builder's Work and are measured as an item, the price of which is to include for the design, supply and fixing of necessary permanent bracing and runners."]
[]
[null,null,"Monoplaner Prefabricated Connector Plate Roof Trussesat 1600mm maximum centres with a pitch of 25 Degrees and suitable for EVERITE Nutec Bigsix corrugated roof sheeting or other equal approved wth 50 x 76mm purlins(elsewhere measured) at 1050mm centres and Gypsum plasterboard ceiling  (Gypsum plasterboard ceiling elsewhere measured) with brandering at 450mm centres"]
[]
[{"v":1,"d":"1 "},null,"Truss size 5 100mm span x 1100mm high with 450mm overhang on both sides",null,"No",{"v":5,"d":"5 "},null,{"$f":"ROUND(F535*G535,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sawn softwood"]
[]
[{"v":2,"d":"2 "},null,"38 x 114mm Wall plates",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F539*G539,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"38 x 114mm Bracing",null,"m",{"v":15,"d":"15 "},null,{"$f":"ROUND(F541*G541,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"50 x 76mm Purlins, bolted",null,"m",{"v":48,"d":"48 "},null,{"$f":"ROUND(F543*G543,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Structural Timber"]
[]
[{"v":5,"d":"5 "},null,"45 x 145mm treated pine beams, ends treated with two coats flintkote and built 200mm deep into brickwork.",null,"m",{"v":3,"d":"3 "},null,{"$f":"ROUND(F547*G547,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":6,"d":"6 "},null,"Hurrican clips",null,"No",{"v":80,"d":"80 "},null,{"$f":"ROUND(F551*G551,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TR1 and TR2 Certificates"]
[]
[{"v":7,"d":"7 "},null,"Allow for TR1 and TR2 certification of all trusses",null,"Item","1.00",null,{"$f":"ROUND(F555*G555,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"EAVES, VERGES, ETC"]
[]
[null,null,"'Everite Nutec' fibre cement socket less barge boards (Product no. 721-800):"]
[]
[{"v":8,"d":"8 "},null,"80 x 200mm Barge boards including H-profile jointing strips",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F561*G561,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"\"Everite Nutec\" medium density fibre cement fascia boards (Product No. 041-202)."]
[]
[{"v":9,"d":"9 "},null,"15 x 225mm Fascias including Pvc H-profile jointing strips",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F565*G565,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"DOORS, ETC"]
[]
[null,null,"SABS 545 Solid core doors with vertical tongue and groove boarding on both sides and hardwood edging both vertical sides"]
[]
[{"v":10,"d":"10 "},null,"44mm Door size 813 x 2032mm high",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F571*G571,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TDM Hardwood  door with double top & bothom rails,tounge and groove boarding in v-joint rail,20x 150mm middle ledge,20 x 225mm bottom ledge and 20 x 110mm braces"]
[]
[{"v":11,"d":"11 "},null,"44mm Door size 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F575*G575,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Wrought meranti"]
[]
[{"v":12,"d":"12 "},null,"44mm Door size 813 x 1026mm high",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F579*G579,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"FRAMED FRAMES, ETC"]
[]
[null,null,"Timber frames"]
[]
[{"v":13,"d":"13 "},null,"108 x 44mm rebated timber door frames for 813x 2032mm door with 5 x 5 mm inner rebate and 14 x 14mm chamfered outward exposed edge for stiles and top frame securely retro fixed to walls",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F585*G585,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":14,"d":"14 "},null,"108 x 44mm rebated timber door frames suitable for half door with 5 x 5 mm inner rebate and 14 x 14mm chamfered outward exposed edge for stiles and top frame securely retro fixed to walls",null,"m",{"v":6,"d":"6 "},null,{"$f":"ROUND(F587*G587,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 8"]
[]
[null,null,"IRONMONGERY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 132"]
[]
[null,null,"HINGES, BOLTS, ETC"]
[]
[null,null,"Approved"]
[]
[{"v":1,"d":"1 "},null,"1.5 pairs 108mm brass butt hinges",null,"Pairs","6.0",null,{"$f":"ROUND(F603*G603,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"LOCKS"]
[]
[null,null,"\"Union\""]
[]
[{"v":2,"d":"2 "},null,"Union 2261-76SS 4 lever upright lock with and including Union AL684 - 05AS bishop lever furniture",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F609*G609,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Union 2277-78SS 3 lever upright lock with and including Union AL684 - 05AS bishop lever furniture",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F611*G611,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Facility indicator bolt, code 37651RH",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F613*G613,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"\"Chairman Industries cc\" grab rails"]
[]
[{"v":5,"d":"5 "},null,"Ref DL3 Stainless Steel Dogleg Side rail with centre flange (three in total) with Satin Polished Finish, plugged and screwed to wall.",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F617*G617,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Ref SR5-500mm Stainless Steel Flushvalve Back Rail with Satin Polished finish, plugged and screwed to wall.",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F619*G619,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SUNDRIES"]
[]
[null,null,"Toilet Roll Holder"]
[]
[{"v":7,"d":"7 "},null,"Two toilet roll holder,lockable mild white still or similar approved size 14cm x 12.5cm x 27.5cm, weight 1.05kg,capacity 2 x toilet rolls.",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F625*G625,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Hat and Coat Hook"]
[]
[{"v":8,"d":"8 "},null,"Union AL684-05AS hat and coat hook",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F629*G629,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Door Closer"]
[]
[{"v":9,"d":"9 "},null,"Union 87001SS door stop",null,"No",{"v":6,"d":"6 "},null,{"$f":"ROUND(F633*G633,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Door signs or numbers to be of an approved grey ultra high impact acryllic plastic construction plugged to wall or screwed to door with 15mm countersunk raised head chromium plated screws at each corner or hung from ceilings with two chromium plated chains"]
[]
[{"v":10,"d":"10 "},null,"200 x 70 x 2.5mm Sign with 40mm high letters to centre of main door leaf 1850mm above ffl (Allow for 10 Letters)",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F637*G637,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SIGNAGE"]
[]
[{"v":11,"d":"11 "},null,"Pareplegic sign size 150mm x 150mm dorma",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F641*G641,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":12,"d":"12 "},null,"Female sign size 150mm x 150mm dorma DSS-131",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F643*G643,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 9"]
[]
[null,null,"METALWORK"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 136"]
[]
[null,null,"HOT DIP GALVANISED STEEL WINDOWS"]
[]
[null,null,"The following units refer to the Architects diagrams, details and specifications bound into the back of these bills of quantities and must be adherred to in all respects and all prices are to include all glass, ironmongery,, fixing,sealing etc"]
[]
[{"v":1,"d":"1 "},null,"Standard window size 533 x 654mm",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F659*G659,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Standard window size 899 x 457mm",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F661*G661,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BURGLAR BARS"]
[]
[null,null,"The following in hot dip galvanised after fabrication steel burglar bars comprising of 40 x 12mm EN8 flat steel framing and intermediate posts with 19mm diameter EN8 horizontal steel bars at 138mm centres welded to frame, frame drilled at 276mm centres for 12mm diameter expansion bolts, refer to the Architects diagrams, details and specifications bound into the back of these bills of quantities and must be adhered to in all respects and all prices are to include all assembly, setting up, building in, etc."]
[]
[{"v":3,"d":"3 "},null,"Burglar bar to suit opening size 533 x 654mm",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F667*G667,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Burglar bar to suit opening size size 899 x 457mm",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F669*G669,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"STANDARD PRESSED STEEL DOOR FRAMES"]
[]
[null,null,"1,2mm Double rebated frame suitable for one brick walls complete with crimped lugs for building in 2 x 100mm galvanised and welded loose pin hinges"]
[]
[{"v":5,"d":"5 "},null,"Frame for door 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F675*G675,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED STEEL POSTS"]
[]
[{"v":6,"d":"6 "},null,"90mm Ø x 3mm wall thickness hollow Circular galvanized steel stanchion with 90mmØ x 3mmthick top closure piece, with 75 longx42Øx3mm distance piece supporting a 149mmhigh x 49 wide x 5mm thick steel bracket for fixing the 145 x 45mm roof support-beam with two 12mmø galvanized bolts securely spot welded and touched up with cold galvanizing. Base plate size 250 x 250 x 3mm welded to the bottom end of the post and set in 450 x 450x 650mm deep concrete footing. (footings elsewhere measured)",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F679*G679,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED CHANNEL"]
[]
[{"v":7,"d":"7 "},null,"149 x 49 x 5mm galvanised steel L channel fixed to walls with 10 x 140mm corrosion resistant expansion bolt at 600mm centres",null,"m",{"v":1,"d":"1 "},null,{"$f":"ROUND(F683*G683,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED STEEL GATES"]
[]
[{"v":8,"d":"8 "},null,"Hot dip galvanised single gate size 877mm long x 2225mm high overall, formed of 50 x 30 x 2,5mm thick rectangular hollow section frame with 50 x 30 x 2,5mm thick rectangular hollow section middle rail and 38 x 38 x 2,5mm thick square hollow section tube Diametergonal braces in between, all sections welded together, with 25 x 25 x 2mm thick square tube bolt frame with 12mm Diameter. x 85mm long bolt (bolt formed of 85mm long high tension solid round bar welded to 76 x 25 x 5mm plate with 14mm Diameter. drilled hole), including drilling hole size 18mm Diameter. through square tube gate frame for bolt opening, with and including three pin hinges (size 25mm Diameter. x 80mm long overall) with 15mm dia. x 30mm long pin and 25mm dia. sheath welded to gate and post",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F687*G687,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED CHANNEL"]
[]
[{"v":9,"d":"9 "},null,"149 x 49 x 5mm galvanised steel L channel fixed to walls with 10 x 140mm corrosion resistant expansion bolt at 600mm centres",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F691*G691,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"140 x 60 x15mm galvanised steel U channel mounted wall with 10 x 410mm corrosion resistant expansion bolts @ 600mm centres",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F693*G693,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 10"]
[]
[null,null,"PLASTERING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 142"]
[]
[null,null,"SCREEDS"]
[]
[null,null,"Screeds on concrete"]
[]
[{"v":1,"d":"1 "},null,"30mm Thick on floors and landings",null,"m²",{"v":18,"d":"18 "},null,{"$f":"ROUND(F709*G709,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"INTERNAL PLASTER"]
[]
[null,null,"Cement plaster on brickwork"]
[]
[{"v":2,"d":"2 "},null,"On superstructure internal walls",null,"m²",{"v":84,"d":"84 "},null,{"$f":"ROUND(F715*G715,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"In narrow widths not exceeding 300m wide",null,"m²",{"v":1,"d":"1 "},null,{"$f":"ROUND(F717*G717,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 11"]
[]
[null,null,"PLUMBING AND DRAINAGE (PROVISIONAL)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 146"]
[]
[null,null,"RAINWATER DISPOSAL"]
[]
[null,null,"Marley vynadeep or other equally approved uPVC Rainwater goods"]
[]
[{"v":1,"d":"1 "},null,"146 x 93mm Half round eaves gutters",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F733*G733,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Long-arm –Swan-neck100 Bend combination",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F735*G735,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Extra for stopped end",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F737*G737,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Extra for outlet for 75mm pipe",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F739*G739,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"80mm Diameter rainwater pipes",null,"m",{"v":14,"d":"14 "},null,{"$f":"ROUND(F741*G741,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra for bend",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F743*G743,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":7,"d":"7 "},null,"Extra for shoe",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F745*G745,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Spreader for 75mm pipe",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F747*G747,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 148"]
[]
[null,null,"SANITARY FITTINGS"]
[]
[{"v":9,"d":"9 "},null,"Atlas VIP toilet with and including Atlas VIP 200 inlet funnel or similar approved",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F753*G753,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"Atlas Viking handwash basin or similar approved",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F755*G755,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TRAPS ETC"]
[]
[null,null,"Rubber traps, etc.:"]
[]
[{"v":11,"d":"11 "},null,"40 x 40mm 'Flexitrap' butyl rubber deep seal 'P' or 'S' trap jointed to waste outlet fitting and to PVC pipe including coupling clamps, etc.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F761*G761,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TAPS, VALVES, ETC"]
[]
[null,null,"Brass"]
[]
[{"v":12,"d":"12 "},null,"Cobra Water tech 15mm chrome plated elbow action raised nose pillar tap with blue indicator for cold water (Code: 503-21B), manufactured in accordance with SANS 226:2004 Type 2 (BS 5412).",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F767*G767,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":13,"d":"13 "},null,"No.KM2 15mm pillar tap with blue inlay.",null,"No",{"v":6,"d":"6 "},null,{"$f":"ROUND(F769*G769,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":14,"d":"14 "},null,"20mm Stopcock.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F771*G771,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SANITARY PLUMBING"]
[]
[null,null,"PVC pipes"]
[]
[{"v":15,"d":"15 "},null,"40mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F777*G777,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":16,"d":"16 "},null,"50mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F779*G779,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":17,"d":"17 "},null,"110mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":28,"d":"28 "},null,{"$f":"ROUND(F781*G781,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":18,"d":"18 "},null,"110mm stubstacks with pvc cap fixed to external walls",null,"m",{"v":1,"d":"1 "},null,{"$f":"ROUND(F783*G783,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over uPVC pipes for fittings"]
[]
[{"v":19,"d":"19 "},null,"40mm Fittings",null,"No",{"v":12,"d":"12 "},null,{"$f":"ROUND(F787*G787,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":20,"d":"20 "},null,"50mm Fittings",null,"No",{"v":10,"d":"10 "},null,{"$f":"ROUND(F789*G789,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":21,"d":"21 "},null,"110mm Fittings",null,"No",{"v":11,"d":"11 "},null,{"$f":"ROUND(F791*G791,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WATER SUPPLY"]
[]
[null,null,"Class 2 Copper Pipes"]
[]
[{"v":22,"d":"22 "},null,"20mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":11,"d":"11 "},null,{"$f":"ROUND(F797*G797,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":23,"d":"23 "},null,"15mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F799*G799,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over class 2 copper pipes for brass compression fittings"]
[]
[{"v":24,"d":"24 "},null,"20mm Fittings",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F803*G803,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":25,"d":"25 "},null,"15mm Fittings",null,"No",{"v":12,"d":"12 "},null,{"$f":"ROUND(F805*G805,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"The following in polywater pipes"]
[]
[{"v":26,"d":"26 "},null,"12mm pipes",null,"m",{"v":4,"d":"4 "},null,{"$f":"ROUND(F809*G809,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"The following in JoJo 5500 litre capacity tanks (Stromy sky ME 5513 in colour)"]
[]
[{"v":27,"d":"27 "},null,"5500L litre Jojo horizontal water storage tank fitted with access lid and inlet hole, with and including flanged or screwed connections for inlet, 15mm outlet and 15mm overflow pipes, hoist and set in position on plinth (elsewhere measured), approximately 1000mm high above ground level",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F813*G813,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 12"]
[]
[null,null,"GLAZING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 150"]
[]
[null,null,"6.38mm thick laminated safety glass panels. All edges of the glazing panels to be treated and fully sealed with Beta seal to avoid de lamination and penetrating stains."]
[]
[{"v":1,"d":"1 "},null,"Panes not exceeding 0,1m2.",null,"m²",{"v":2,"d":"2 "},null,{"$f":"ROUND(F827*G827,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"MIRRORS"]
[]
[{"v":2,"d":"2 "},null,"Polished Stainless steel mirror (1 mm thick) Size: 400x300x1.0mm vertically above each basin 670mm above floor - screw fixed with countersunk stainless steel Philips screws on four corners. Rear surface of the mirror and plastic wall-plugs securely epoxy-glued to wall",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F831*G831,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 13"]
[]
[null,null,"PAINTWORK"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"PAINTWORK, ETC TO NEW WORK ON"]
[]
[null,null,"WORK GROUP 152"]
[]
[null,null,"FLOATED PLASTER SURFACES WITH"]
[]
[null,null,"One coat Dulux trade alkali resistant plaster primer, apply  one Dulux Trade universal undercoat and two coats full strength,dulux pearlglo solvent based enamel (or similar approved)"]
[]
[{"v":1,"d":"1 "},null,"Internal walls",null,"m²",{"v":98,"d":"98 "},null,{"$f":"ROUND(F849*G849,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE SURFACES WITH"]
[]
[null,null,"Apply one coat , and, while it is still wet, sprinkle dry, washed river sand over the surface, stop and apply undercoat to seal the surface. Allow overnight drying and apply one finishing coat"]
[]
[{"v":2,"d":"2 "},null,"Concrete floors",null,"m²",{"v":19,"d":"19 "},null,{"$f":"ROUND(F855*G855,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"FIBRE-CEMENT SURFACES WITH"]
[]
[null,null,"Two coats pure acrylic paint on"]
[]
[{"v":3,"d":"3 "},null,"Fascias and barge boards",null,"m²",{"v":7,"d":"7 "},null,{"$f":"ROUND(F861*G861,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"METAL SURFACES WITH"]
[]
[null,null,"Clean with galvanised iron cleaner,apply one coat galvanised iron primer,one coat undercoat and two coats enamel"]
[]
[{"v":4,"d":"4 "},null,"Door frame",null,"m²",{"v":11,"d":"11 "},null,{"$f":"ROUND(F867*G867,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Security gates",null,"m²",{"v":7,"d":"7 "},null,{"$f":"ROUND(F869*G869,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WOOD SURFACES WITH"]
[]
[null,null,"Two coats oil wood primer on"]
[]
[{"v":6,"d":"6 "},null,"Backs of frames, linings, etc not exceeding 300mm wide",null,"m",{"v":14,"d":"14 "},null,{"$f":"ROUND(F875*G875,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One coat Dulux Supergrip primer wood primer,one coat  Dulux Trade Universal Undercoat,two coats  Dulux Pearlglo Waterbased Enamel paint on"]
[]
[{"v":7,"d":"7 "},null,"Door frames",null,"m²",{"v":11,"d":"11 "},null,{"$f":"ROUND(F879*G879,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Doors",null,"m²",{"v":28,"d":"28 "},null,{"$f":"ROUND(F881*G881,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prepare and apply two coats carbolineum on:"]
[]
[{"v":9,"d":"9 "},null,"Roof timbers.",null,"m²",{"v":34,"d":"34 "},null,{"$f":"ROUND(F885*G885,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":1,"d":"1 "},null,"EARTHWORKS (Provisional)",null,"Page",{"v":25,"d":"25 "},{"v":0,"d":"0.00"}]
[]
[{"v":2,"d":"2 "},null,"CONCRETE, FORMWORK AND REINFORCEMENT(Provisional)",null,"Page",{"v":29,"d":"29 "},{"v":0,"d":"0.00"}]
[]
[{"v":3,"d":"3 "},null,"PRECAST CONCRETE",null,"Page",{"v":30,"d":"30 "},{"v":0,"d":"0.00"}]
[]
[{"v":4,"d":"4 "},null,"MASONRY",null,"Page",{"v":37,"d":"37 "},{"v":0,"d":"0.00"}]
[]
[{"v":5,"d":"5 "},null,"WATERPROOFING",null,"Page",{"v":39,"d":"39 "},{"v":0,"d":"0.00"}]
[]
[{"v":6,"d":"6 "},null,"ROOF COVERINGS",null,"Page",{"v":41,"d":"41 "},{"v":0,"d":"0.00"}]
[]
[{"v":7,"d":"7 "},null,"CARPENTRY AND JOINERY",null,"Page",{"v":44,"d":"44 "},{"v":0,"d":"0.00"}]
[]
[{"v":8,"d":"8 "},null,"IRONMONGERY",null,"Page",{"v":46,"d":"46 "},{"v":0,"d":"0.00"}]
[]
[{"v":9,"d":"9 "},null,"METALWORK",null,"Page",{"v":49,"d":"49 "},{"v":0,"d":"0.00"}]
[]
[{"v":10,"d":"10 "},null,"PLASTERING",null,"Page",{"v":50,"d":"50 "},{"v":0,"d":"0.00"}]
[]
[{"v":11,"d":"11 "},null,"PLUMBING AND DRAINAGE(Provisional)",null,"Page",{"v":53,"d":"53 "},{"v":0,"d":"0.00"}]
[]
[{"v":12,"d":"12 "},null,"GLAZING",null,"Page",{"v":54,"d":"54 "},{"v":0,"d":"0.00"}]
[]
[{"v":13,"d":"13 "},null,"PAINTWORK",null,"Page",{"v":56,"d":"56 "},{"v":0,"d":"0.00"}]
[]
[null,null,"SECTION NO.4"]
[]
[null,null,"BILL NO 1"]
[]
[null,null,"EARTHWORKS(Provisional)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Nature of ground"]
[]
[null,null,"The nature of the ground is assumed to be loose sandy material, therefore \"earth\", but possibly interspersed with \"hard rock\" or \"soft rock\"."]
[]
[null,null,"The nature of the ground is assumed to be gravel, therefore \"earth\", but possibly interspersed with \"soft rock\"."]
[]
[null,null,"The nature of the ground is assumed to be silty clay with loose river boulders varying in size up to approximately 450mm diameter, therefore \"earth\", but possibly interspersed with \"hard rock\"."]
[]
[null,null,"Trial holes indicate that the nature of the ground is silty clay to a depth of approximately 500mm with fine to medium loose sandy material below, therefore \"earth\".  The trial holes also indicate that the water table is at a maximum depth of approximately 1000mm."]
[]
[null,null,"A soils investigation has been carried out on site by the engineer and the report is annexed to these bills of quantities. Descriptions of excavations shall be deemed to include all ground conditions classifiable as \"earth\" described in the above report and where conditions of a more difficult character are indicated these are separately measured"]
[]
[null,null,"Carting away of excavated material"]
[]
[null,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site"]
[]
[null,null,"Filling"]
[]
[null,null,"Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any multiple handling of material"]
[]
[null,null,"WORK GROUP 104"]
[]
[null,null,"SITE CLEARANCE ETC"]
[]
[null,null,"Site clearance"]
[]
[{"v":1,"d":"1 "},null,"Stripping average 100mm thick layer of top soil and stockpiling on site",null,"m²",{"v":70,"d":"70 "},null,{"$f":"ROUND(F951*G951,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"EXCAVATIONS"]
[]
[null,null,"Excavation in earth exceeding 2m  and n.e 4m deep"]
[]
[{"v":2,"d":"2 "},null,"Raft foundation",null,"m³",{"v":10,"d":"10 "},null,{"$f":"ROUND(F957*G957,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER"]
[]
[null,null,"Keeping excavations free of water"]
[]
[{"v":3,"d":"3 "},null,"Keeping excavations free of water",null,"Item","1.00",null,{"$f":"ROUND(F963*G963,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"FILLING ETC"]
[]
[null,null,"Earth filling obtained from the excavations (not compacted)"]
[]
[{"v":4,"d":"4 "},null,"In prescribed stock piles on site",null,"m³",{"v":27,"d":"27 "},null,{"$f":"ROUND(F969*G969,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, compacted to 93% Mod AASHTO density"]
[]
[{"v":5,"d":"5 "},null,"Backfilling to trenches, holes, etc",null,"m³",{"v":43,"d":"43 "},null,{"$f":"ROUND(F973*G973,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"G5 earth filling supplied by the contractor, compacted to 93% Mod AASHTO density"]
[]
[{"v":6,"d":"6 "},null,"Under floors, steps, pavings, etc",null,"m³",{"v":23,"d":"23 "},null,{"$f":"ROUND(F977*G977,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Coarse river sand filling supplied by the contractor"]
[]
[{"v":7,"d":"7 "},null,"Under floors etc",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F981*G981,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Compaction of surfaces"]
[]
[{"v":8,"d":"8 "},null,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density",null,"m²",{"v":56,"d":"56 "},null,{"$f":"ROUND(F985*G985,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prescribed density test on filling"]
[]
[{"v":9,"d":"9 "},null,"\"Modified AASHTO Density\" test",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F989*G989,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"\"Field Density\" test including \"Optimum Moisture Content\" (four readings per test)",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F991*G991,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SOIL POISONING"]
[]
[null,null,"Soil insecticide"]
[]
[{"v":11,"d":"11 "},null,"Under floors etc, including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming",null,"m²",{"v":63,"d":"63 "},null,{"$f":"ROUND(F997*G997,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":12,"d":"12 "},null,"To bottoms and sides of trenches etc",null,"m²",{"v":150,"d":"150 "},null,{"$f":"ROUND(F999*G999,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 2"]
[]
[null,null,"CONCRETE, FORMWORK AND REINFORCEMENT(Provisional)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"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 and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,null,"WORK GROUP 110"]
[]
[null,null,"REINFORCED CONCRETE"]
[]
[null,null,"25Mpa/20mm concrete"]
[]
[{"v":1,"d":"1 "},null,"Strip footings",null,"m³",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1023*G1023,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Ramps,aprons etc",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1025*G1025,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Surface beds cast in panels",null,"m³",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1027*G1027,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Raft foundation",null,"m³",{"v":8,"d":"8 "},null,{"$f":"ROUND(F1029*G1029,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 111"]
[]
[null,null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1)"]
[]
[null,null,"Smooth formwork to sides:"]
[]
[{"v":5,"d":"5 "},null,"Edges, risers, ends and reveals not exceeding 300mm high or wide",null,"m",{"v":28,"d":"28 "},null,{"$f":"ROUND(F1037*G1037,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth form work to soffits"]
[]
[{"v":6,"d":"6 "},null,"Suspended slabs including propping n.e 3.5m high",null,"m²",{"v":9,"d":"9 "},null,{"$f":"ROUND(F1041*G1041,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth formwork to sides and soffits:"]
[]
[{"v":7,"d":"7 "},null,"230x 350mm Concrete Beam below suspended slab",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1045*G1045,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth Formwork to form:"]
[]
[{"v":8,"d":"8 "},null,"Sides of Raft Foundation",null,"m²",{"v":27,"d":"27 "},null,{"$f":"ROUND(F1049*G1049,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"250 mm Diameter opening.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1051*G1051,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"110mm Diameter opening.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1053*G1053,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE SUNDRIES"]
[]
[null,null,"Finishing top surface of concrete with a wood trowel."]
[]
[{"v":11,"d":"11 "},null,"Surface beds, slabs, etc",null,"m²",{"v":57,"d":"57 "},null,{"$f":"ROUND(F1059*G1059,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sikafloor-curehard-24 dry-shake floor hardening agent in accordance with the manufacturer's instructions  applied on"]
[]
[{"v":12,"d":"12 "},null,"Power floated concrete surfaces during the power floating process",null,"m²",{"v":30,"d":"30 "},null,{"$f":"ROUND(F1063*G1063,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Concrete strength test cubes"]
[]
[{"v":13,"d":"13 "},null,"Prepare set of six concrete cubes each size 150 x 150 x 150 mm and deliver to an approved laboratory for testing and pay all charges. (Provisional)",null,"Sets","4.0",null,{"$f":"ROUND(F1067*G1067,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"MOVEMENT JOINTS ETC"]
[]
[null,null,"Saw cut  Ream out 6mm wide 20mm deep seal,10 x 6 with SIKAFLEX-PRO 2HP on polyethylene backing cord."]
[]
[{"v":14,"d":"14 "},null,"6 x 20mm deep saw cut joints in top of concrete",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1073*G1073,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Isolation joints with softboard between vertical concrete and brick surfaces"]
[]
[{"v":15,"d":"15 "},null,"10mm Joints not exceeding 300mm high or wide",null,"m",{"v":28,"d":"28 "},null,{"$f":"ROUND(F1077*G1077,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":16,"d":"16 "},null,"10mm Joints exceeding 300mm high or wide",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1079*G1079,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114"]
[]
[null,null,"REINFORCEMENT (PROVISIONAL)"]
[]
[null,null,"High tensile steel reinforcement to structural concrete work"]
[]
[{"v":17,"d":"17 "},null,"Bars in reinforcement of all sizes",null,"t","1.50",null,{"$f":"ROUND(F1087*G1087,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Fabric reinforcement"]
[]
[{"v":18,"d":"18 "},null,"Type 245 fabric reinforcement in concrete surface beds, slabs, etc",null,"m²",{"v":47,"d":"47 "},null,{"$f":"ROUND(F1091*G1091,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 3"]
[]
[null,null,"PRECAST CONCRETE"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Sizes"]
[]
[null,null,"Blocks, sills, etc measured linear shall be made in suitable lengths.  Large size setting out drawings shall be prepared where necessary and submitted to the architect for approval before moulds are made"]
[]
[null,null,"General"]
[]
[null,null,"Where kerbstones, blocks, etc are laid in ground, descriptions shall be deemed to include necessary excavation, filling in and ramming"]
[]
[null,null,"WORK GROUP 112"]
[]
[null,null,"PRECAST CONCRETE ACCESS PANELS"]
[]
[{"v":1,"d":"1 "},null,"1400 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and 12mm thick x 70mm wide sondorband self-adhesive Flexible wax-and resin-impregnated Polyurethane foam strips at supporting ends of each panel.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1115*G1115,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Ditto but 1300 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and rubber seal on soffits",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1117*G1117,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 4"]
[]
[null,null,"MASONRY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"BRICKWORK"]
[]
[null,null,"Sizes in descriptions"]
[]
[null,null,"Where sizes in descriptions are given in brick units, \"one brick\" shall represent the length and \"half brick\" the width of a brick"]
[]
[null,null,"Hollow walls etc"]
[]
[null,null,"Descriptions of hollow walls shall be deemed to include wall ties and leaving every fifth perpend of the bottom course of the external skin open as a weep hole"]
[]
[null,null,"Reinforced brick lintels"]
[]
[null,null,"Lintels shall bear at least 160mm onto adjacent walling.  Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous"]
[]
[null,null,"Face bricks"]
[]
[null,null,"Bricks shall be ordered timeously to obtain uniformity in size and colour"]
[]
[null,null,"Pointing"]
[]
[null,null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"BLOCKWORK"]
[]
[null,null,"Concrete masonry units"]
[]
[null,null,"Blocks shall be either solid or hollow modular dense concrete masonry units in accordance with SABS Specification 1215, having compressive strengths as described"]
[]
[null,null,"Blockwork"]
[]
[null,null,"Blockwork shall comply with SABS 0145 \"Concrete Masonry Construction\" Surfaces to be plastered shall have joints raked out to a depth of at least 10mm to provide a key.  Cavities of hollow walls shall be kept free of mortar droppings or other undesirable matter. Every second perpend of the bottom course of the external skin of hollow walls shall be left open as a weep hole"]
[]
[null,null,"Standard complementary blocks"]
[]
[null,null,"Descriptions of blockwork shall be deemed to include standard complementary blocks such as corner, three-quarter, half and quarter blocks required in the construction of corners, reveals, jambs, ends, etc to solid and hollow walls and for bonding asnecessary"]
[]
[null,null,"DECORATIVE BLOCKS"]
[]
[null,null,"Blocks shall be of approved manufacture, sound, well burnt or cured and uniform and true in size, shape and colour"]
[]
[null,null,"\"WINBLOK\" MODULAR PRECAST CONCRETE WINDOW SURROUNDS"]
[]
[null,null,"General"]
[]
[null,null,"Window surrounds shall be built into brick walls and pointed all round on both sides with 10 x 10mm square recessed joints"]
[]
[null,null,"Prices shall include for building in as single units or combinations in patterns of two or more window units and for bedding solid all round in mortar and pointing"]
[]
[null,null,"Note"]
[]
[null,null,"Aluminium infill windows, glazing and pointing with sealing compound are measured elsewhere"]
[]
[null,null,"SAMPLES"]
[]
[null,null,"Samples of all masonry building units, shall consist of a minimum of 6 units"]
[]
[null,null,"PAVINGS"]
[]
[null,null,"Quarry tiles, precast concrete, cement, terrazzo and similar tiles"]
[]
[null,null,"Tiles shall be of approved manufacture, well burnt or cured, and uniform and true in size, shape and colour"]
[]
[null,null,"Preparation of concrete floor beds, slabs, etc for pavings"]
[]
[null,null,"Concrete surfaces shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter.  Surfaces shall then be wetted and kept damp for at least six hours before slushing with 1:2 cement/sand and while still wet, pavings, etc. shall be laid on a 1:4 cement mortar bed not exceeding 25mm thick.  Sand shall be clean, sharp river sand"]
[]
[null,null,"Jointing of pavings"]
[]
[null,null,"Pavings, etc, shall, except for crazy paving, be laid with continuous joints in both directions"]
[]
[null,null,"STONEWORK"]
[]
[null,null,"Slate, marble, granite, etc"]
[]
[null,null,"Slate, marble, granite, etc is to be best quality stone from an approved quarry, free from cracks and other defects and equal to samples to be submitted to and approved by the architect.  Each stone is to hold its full size, square to the back and tobe set on its natural quarry bed"]
[]
[null,null,"Setting out"]
[]
[null,null,"Care shall be exercised in setting out the work, the preparation of templates and the checking of the detail drawings.  All measurements shall be taken on the site where necessary and the full size setting out of each course shall be done at the yardso as to ensure the proper fitting of each stone"]
[]
[null,null,"Before putting any work in hand the contractor is to submit to the architect for his approval details of the manner in which he proposes to set out the slabs and joints in all wall facings, pavings, sills, treads, etc together with samples of grain or pattern matching"]
[]
[null,null,"Face labours"]
[]
[null,null,"Face labours are to match samples to be submitted to and approved by the architect Arrises are to be clean and sharp except to treads and thresholds where they are to be slightly rounded"]
[]
[null,null,"Bedding and jointing"]
[]
[null,null,"Slate, marble, granite and other floor paving and wall linings are to be bedded solidly on the mortar thicknesses described and are to have tightly fitting butt joints unless otherwise stated Where stonework is to be fixed with adhesive, the adhesive is to be \"TAL Goldstar/Bond\" (mixed 20kg/5 litre) for external use or where white or light coloured marble is used, \"TAL Goldstar\" for internal use or other approved.  The contractor will be liable for any defects to the slate, marble and granite arising from the use of the adhesive"]
[]
[null,null,"Where soffit linings are suspended the suspension system must be concealed and must be submitted to the architect for approval before work commences Where tolerance screws are required these are to be stainless steel expanding bolt type with matching stainless steel bracket and PVC clad dowel with nuts and washers etc"]
[]
[null,null,"Damaged work"]
[]
[null,null,"Any damaged stonework shall be discarded and replaced at the contractor's expense.  No touching up will be permitted except in exceptional cases, with the architect's consent"]
[]
[null,null,"Descriptions"]
[]
[null,null,"Descriptions of stonework shall be deemed to include preparatory work, labours to backs, beds and joints, templates, mortices for bolts etc and for hoisting and setting in position, bedding, jointing and pointing, casing and protecting from injury and cleaning down at completion Descriptions of recessed pointing to stonework shall be deemed to be square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"WORK GROUP 116"]
[]
[null,null,"SUPERSTRUCTURE"]
[]
[null,null,"Brickwork of NFP bricks in class II mortar"]
[]
[{"v":1,"d":"1 "},null,"Half brick walls",null,"m²",{"v":8,"d":"8 "},null,{"$f":"ROUND(F1235*G1235,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Half brick wall in beamfilling.",null,"m²",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1237*G1237,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Piers",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1239*G1239,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"One brick walls",null,"m²",{"v":86,"d":"86 "},null,{"$f":"ROUND(F1241*G1241,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Facebrick"]
[]
[null,null,"Corobrick Firelight Satin FBX facing bricks and pointing with 6 mm square recessed joints"]
[]
[{"v":5,"d":"5 "},null,"Extra over ordinary brickwork for facing in stretcher bond and pointing.",null,"m²",{"v":73,"d":"73 "},null,{"$f":"ROUND(F1247*G1247,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra over brickwork for face brickwork in beamfilling.",null,"m²",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1249*G1249,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":7,"d":"7 "},null,"Face brick on edge window cill set sloping and slightly projecting on bottom edge in 1:5 cement mortar including cutting and fitting between reveals, fair splay cutting under and pointing on top, edge and projecting soffit (In No. 28)",null,"m",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1251*G1251,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Face brick cut soldier course window head, formed with cant bricks170mm high, bedded in 1:5 cement mortar including cutting and fitting between reveals and pointing on top and front face.",null,"m",{"v":8,"d":"8 "},null,{"$f":"ROUND(F1253*G1253,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"Face brick soldier course band 160mm wide to top of one brick wall bedded in 1:5 cement mortar including pointing to sides and faces",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1255*G1255,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"Fair raking cutting.",null,"m",{"v":11,"d":"11 "},null,{"$f":"ROUND(F1257*G1257,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BRICKWORK SUNDRIES"]
[]
[null,null,"Bagging of 1:3 cement and sand mixture"]
[]
[{"v":11,"d":"11 "},null,"Bag outer face or inner skin of brick wall to receive bitumen paint (elsewhere measured)",null,"m²",{"v":50,"d":"50 "},null,{"$f":"ROUND(F1263*G1263,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Brickwork reinforcement"]
[]
[{"v":12,"d":"12 "},null,"75mm Wide reinforcement built in horizontally",null,"m",{"v":50,"d":"50 "},null,{"$f":"ROUND(F1267*G1267,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":13,"d":"13 "},null,"150mm Wide reinforcement built in horizontally",null,"m",{"v":856,"d":"856 "},null,{"$f":"ROUND(F1269*G1269,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Concrete prestressed fabricated lintels"]
[]
[{"v":14,"d":"14 "},null,"110 x 75mm Lintels in lengths not exceeding 3m",null,"m",{"v":7,"d":"7 "},null,{"$f":"ROUND(F1273*G1273,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":15,"d":"15 "},null,"110 x 75mm Lintels in lengths not exceeding 3m n.e 4.5m",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F1275*G1275,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Galvanised hoop iron cramps, ties, etc"]
[]
[{"v":16,"d":"16 "},null,"32 x 1,2mm Galvanised hoop iron roof tie 600mm girth with each end fixed to timber",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F1279*G1279,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 5"]
[]
[null,null,"WATERPROOFING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 120"]
[]
[null,null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,null,"One layer of 375 micron \"Consol Plastics Brikgrip DPC\" embossed damp proof course"]
[]
[{"v":1,"d":"1 "},null,"In walls",null,"m²",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1295*G1295,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One layer of 250 micron \"Consol Plastics Gunplas USB Green\" waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\""]
[]
[{"v":2,"d":"2 "},null,"Raft foundation",null,"m²",{"v":51,"d":"51 "},null,{"$f":"ROUND(F1299*G1299,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Under Pit base slab.",null,"m²",{"v":11,"d":"11 "},null,{"$f":"ROUND(F1301*G1301,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Pit Linings"]
[]
[{"v":4,"d":"4 "},null,"Floors",null,"m²",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1305*G1305,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Two coats \"Brixeal\" bitumen emulsion waterproof coating"]
[]
[{"v":5,"d":"5 "},null,"On bagged brick walls",null,"m²",{"v":50,"d":"50 "},null,{"$f":"ROUND(F1309*G1309,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SEALANTS ETC"]
[]
[{"v":6,"d":"6 "},null,"Silicon pointing to aluminium windows",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1313*G1313,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SIKAFELX PRO 2HP or other equally approved sealing compound including backing cord, bond breaker, primer, etc"]
[]
[{"v":7,"d":"7 "},null,"6 x 10mm In saw cut joints in floors",null,"m",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1317*G1317,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"10 x 10mm Isolation joints in floors",null,"m",{"v":31,"d":"31 "},null,{"$f":"ROUND(F1319*G1319,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"10 x 10mm Construction joint joints in floors",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1321*G1321,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 6"]
[]
[null,null,"ROOF COVERINGS ETC"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 124"]
[]
[null,null,"PROFILED METAL SHEETING AND ACCESSORIES"]
[]
[null,null,"Safintra 0.50mm thick WIDEDEK AZ150 G550 pre-painted interlocking roof sheeting fixed to 75 x 50mm SA pine purlins at 1200mm centres (purlins elsewhere measured) with 2 x galvanised hurricane clip screws fixed at each intersection to premanufactured gang nail type SA pine trusses (trusses elsewhere measured)"]
[]
[{"v":1,"d":"1 "},null,"Roof coverings with pitches not exceeding 50 degrees",null,"m²",{"v":34,"d":"34 "},null,{"$f":"ROUND(F1337*G1337,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"0.5mm thick ridge capping",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1339*G1339,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"0,5mm Thick cover flashing piece to roofing 375mm girth twice times bent, including notching over ribs",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F1341*G1341,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Ditto but purpose made tile to end of ridge",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1343*G1343,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Hole through metal roof sheeting for and flashing around 110mm pipe with Fibreglass and sealing with resin",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1345*G1345,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Moulded narrow or broad rib polyethelene filler blocks",null,"m",{"v":27,"d":"27 "},null,{"$f":"ROUND(F1347*G1347,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"ROOF AND WALL INSULATION"]
[]
[null,null,"\"Sisalation 420\" heavy industrial grade aluminium foil based insulation"]
[]
[{"v":7,"d":"7 "},null,"Insulation laid taut over purlins (at approximately 1,80m centres) and fixed concurrent with roof covering, including taped laps and nylon straining wires",null,"m²",{"v":34,"d":"34 "},null,{"$f":"ROUND(F1353*G1353,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":8,"d":"8 "},null,"\"Sondor\" Eave Polycloser",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F1357*G1357,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 7"]
[]
[null,null,"CARPENTRY AND JOINERY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 126"]
[]
[null,null,"ROOFS, ETC"]
[]
[null,null,"Plate nailed timber roof truss construction"]
[]
[null,null,"Timber roof truss prices are to include for the design, supply,wind categoy as per SANS 10160 and erection of the trusses into position complete including bolts, connectors, connections, etc.The dimensions of the trusses given in the following descriptions are nominal and the actual measurements for the design and manufacture of the trusses must be taken on site to match existing.The truss spans given are measured horizontally between the outer faces of the wall plates. Permanent bracing and runners have not been measured in accordance with the Standard System of Measuring Builder's Work and are measured as an item, the price of which is to include for the design, supply and fixing of necessary permanent bracing and runners."]
[]
[null,null,"Monoplaner Prefabricated Connector Plate Roof Trussesat 1600mm maximum centres with a pitch of 25 Degrees and suitable for EVERITE Nutec Bigsix corrugated roof sheeting or other equal approved wth 50 x 76mm purlins(elsewhere measured) at 1050mm centres and Gypsum plasterboard ceiling  (Gypsum plasterboard ceiling elsewhere measured) with brandering at 450mm centres"]
[]
[{"v":1,"d":"1 "},null,"Truss size 5 100mm span x 1100mm high with 450mm overhang on both sides",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1377*G1377,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sawn softwood"]
[]
[{"v":2,"d":"2 "},null,"38 x 114mm Wall plates",null,"m",{"v":11,"d":"11 "},null,{"$f":"ROUND(F1381*G1381,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"38 x 114mm Bracing",null,"m",{"v":19,"d":"19 "},null,{"$f":"ROUND(F1383*G1383,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"50 x 76mm Purlins, bolted",null,"m",{"v":36,"d":"36 "},null,{"$f":"ROUND(F1385*G1385,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Structural Timber"]
[]
[{"v":5,"d":"5 "},null,"45 x 145mm treated pine beams, ends treated with two coats flintkote and built 200mm deep into brickwork.",null,"m",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1389*G1389,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":6,"d":"6 "},null,"Hurrican clips",null,"No",{"v":64,"d":"64 "},null,{"$f":"ROUND(F1393*G1393,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TR1 and TR2 Certificates"]
[]
[{"v":7,"d":"7 "},null,"Allow for TR1 and TR2 certification of all trusses",null,"Item","1.00",null,{"$f":"ROUND(F1397*G1397,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"EAVES, VERGES, ETC"]
[]
[null,null,"\"Everite\" medium density plain nutec-cement"]
[]
[null,null,"'Everite Nutec' fibre cement socket less barge boards (Product no. 721-800):"]
[]
[{"v":8,"d":"8 "},null,"80 x 200mm Barge boards including H-profile jointing strips",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F1405*G1405,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"\"Everite Nutec\" medium density fibre cement fascia boards (Product No. 041-202)."]
[]
[{"v":9,"d":"9 "},null,"15 x 225mm Fascias including Pvc H-profile jointing strips",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F1409*G1409,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"DOORS, ETC"]
[]
[null,null,"SABS 545 Solid core doors with vertical tongue and groove boarding on both sides and hardwood edging both vertical sides"]
[]
[{"v":10,"d":"10 "},null,"44mm Door size 813 x 2032mm high",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1415*G1415,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TDM Hardwood  door with double top & bothom rails,tounge and groove boarding in v-joint rail,20x 150mm middle ledge,20 x 225mm bottom ledge and 20 x 110mm braces"]
[]
[{"v":11,"d":"11 "},null,"44mm Door size 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1419*G1419,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"FRAMED FRAMES, ETC"]
[]
[null,null,"Timber frames"]
[]
[{"v":12,"d":"12 "},null,"108 x 44mm rebated timber door frames for 813x 2032mm door with 5 x 5 mm inner rebate and 14 x 14mm chamfered outward exposed edge for stiles and top frame securely retro fixed to walls",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1425*G1425,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 8"]
[]
[null,null,"IRONMONGERY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 132"]
[]
[null,null,"HINGES, BOLTS, ETC"]
[]
[null,null,"Approved"]
[]
[{"v":1,"d":"1 "},null,"WBH 19 100x75x3mm stainless steel rise-&-fall hinges right-handed, supplied with s/steel fixing screws.",null,"Pairs","4.0",null,{"$f":"ROUND(F1441*G1441,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"LOCKS"]
[]
[null,null,"\"Union\""]
[]
[{"v":2,"d":"2 "},null,"Union 2261-76SS 4 lever upright lock with and including Union AL684 - 05AS bishop lever furniture",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1447*G1447,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Union 2277-78SS 3 lever upright lock with and including Union AL684 - 05AS bishop lever furniture",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1449*G1449,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Facility indicator bolt, code 37651RH",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1451*G1451,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"\"Chairman Industries cc\" grab rails"]
[]
[{"v":5,"d":"5 "},null,"Ref DL3 Stainless Steel Dogleg Side rail with centre flange (three in total) with Satin Polished Finish, plugged and screwed to wall.",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1455*G1455,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Ref SR5-500mm Stainless Steel Flushvalve Back Rail with Satin Polished finish, plugged and screwed to wall.",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1457*G1457,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SUNDRIES"]
[]
[null,null,"Toilet Roll Holder"]
[]
[{"v":7,"d":"7 "},null,"Two toilet roll holder,lockable mild white still or similar approved size 14cm x 12.5cm x 27.5cm, weight 1.05kg,capacity 2 x toilet rolls.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1463*G1463,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Hat and Coat Hook"]
[]
[{"v":8,"d":"8 "},null,"Union AL684-05AS hat and coat hook",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1467*G1467,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Door Closer"]
[]
[{"v":9,"d":"9 "},null,"Union 87001SS door stop",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1471*G1471,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Door signs or numbers to be of an approved grey ultra high impact acryllic plastic construction plugged to wall or screwed to door with 15mm countersunk raised head chromium plated screws at each corner or hung from ceilings with two chromium plated chains"]
[]
[{"v":10,"d":"10 "},null,"200 x 70 x 2.5mm Sign with 40mm high letters to centre of main door leaf 1850mm above ffl (Allow for 10 Letters)",null,"No",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1475*G1475,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SIGNAGE"]
[]
[{"v":11,"d":"11 "},null,"Pareplegic sign size 150mm x 150mm dorma",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1479*G1479,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":12,"d":"12 "},null,"Male sign WBH 2313 size152x152mm with rounded corners and polished edges -  white ABS plastic with black engraved International cloakroom door signage. 4xflush screwed and epoxy glued at 1500mm high and centre to each toilet entrance door",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1481*G1481,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 9"]
[]
[null,null,"METALWORK"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 136"]
[]
[null,null,"HOT DIP GALVANISED STEEL WINDOWS"]
[]
[null,null,"The following units refer to the Architects diagrams, details and specifications bound into the back of these bills of quantities and must be adherred to in all respects and all prices are to include all glass, ironmongery,, fixing,sealing etc"]
[]
[{"v":1,"d":"1 "},null,"Standard window size 533 x 654mm",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1497*G1497,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Standard window size 899 x 457mm",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1499*G1499,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BURGLAR BARS"]
[]
[null,null,"The following in hot dip galvanised after fabrication steel burglar bars comprising of 40 x 12mm EN8 flat steel framing and intermediate posts with 19mm diameter EN8 horizontal steel bars at 138mm centres welded to frame, frame drilled at 276mm centres for 12mm diameter expansion bolts, refer to the Architects diagrams, details and specifications bound into the back of these bills of quantities and must be adhered to in all respects and all prices are to include all assembly, setting up, building in, etc."]
[]
[{"v":3,"d":"3 "},null,"Burglar bar to suit opening size 533 x 654mm",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1505*G1505,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Burglar bar to suit opening size size 899 x 457mm",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1507*G1507,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"STANDARD PRESSED STEEL DOOR FRAMES"]
[]
[null,null,"1,2mm Double rebated frame suitable for one brick walls complete with crimped lugs for building in 2 x 100mm galvanised and welded loose pin hinges"]
[]
[{"v":5,"d":"5 "},null,"Frame for door 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1513*G1513,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED STEEL POSTS"]
[]
[{"v":6,"d":"6 "},null,"90mm Ø x 3mm wall thickness hollow Circular galvanized steel stanchion with 90mmØ x 3mmthick top closure piece, with 75 longx42Øx3mm distance piece supporting a 149mmhigh x 49 wide x 5mm thick steel bracket for fixing the 145 x 45mm roof support-beam with two 12mmø galvanized bolts securely spot welded and touched up with cold galvanizing. Base plate size 250 x 250 x 3mm welded to the bottom end of the post and set in 450 x 450x 650mm deep concrete footing. (footings elsewhere measured)",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1517*G1517,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED CHANNEL"]
[]
[{"v":7,"d":"7 "},null,"149 x 49 x 5mm galvanised steel L channel fixed to walls with 10 x 140mm corrosion resistant expansion bolt at 600mm centres",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1521*G1521,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"140 x 60 x15mm galvanised steel U channel mounted wall with 10 x 410mm corrosion resistant expansion bolts @ 600mm centres",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1523*G1523,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED STEEL GATES"]
[]
[{"v":9,"d":"9 "},null,"Hot dip galvanised single gate size 877mm long x 2225mm high overall, formed of 50 x 30 x 2,5mm thick rectangular hollow section frame with 50 x 30 x 2,5mm thick rectangular hollow section middle rail and 38 x 38 x 2,5mm thick square hollow section tube Diametergonal braces in between, all sections welded together, with 25 x 25 x 2mm thick square tube bolt frame with 12mm Diameter. x 85mm long bolt (bolt formed of 85mm long high tension solid round bar welded to 76 x 25 x 5mm plate with 14mm Diameter. drilled hole), including drilling hole size 18mm Diameter. through square tube gate frame for bolt opening, with and including three pin hinges (size 25mm Diameter. x 80mm long overall) with 15mm dia. x 30mm long pin and 25mm dia. sheath welded to gate and post",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1527*G1527,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 10"]
[]
[null,null,"PLASTERING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 142"]
[]
[null,null,"SCREEDS"]
[]
[null,null,"Screeds on concrete"]
[]
[{"v":1,"d":"1 "},null,"30mm Thick on floors and landings",null,"m²",{"v":16,"d":"16 "},null,{"$f":"ROUND(F1543*G1543,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"INTERNAL PLASTER"]
[]
[null,null,"Cement plaster on brickwork"]
[]
[{"v":2,"d":"2 "},null,"On superstructure internal walls",null,"m²",{"v":70,"d":"70 "},null,{"$f":"ROUND(F1549*G1549,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"In narrow widths not exceeding 300m wide",null,"m²",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1551*G1551,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 11"]
[]
[null,null,"PLUMBING AND DRAINAGE (PROVISIONAL)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 146"]
[]
[null,null,"RAINWATER DISPOSAL"]
[]
[null,null,"Marley vynadeep or other equally approved uPVC Rainwater goods"]
[]
[{"v":1,"d":"1 "},null,"146 x 93mm Half round eaves gutters",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F1567*G1567,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Long-arm –Swan-neck100 Bend combination",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1569*G1569,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Extra for stopped end",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1571*G1571,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Extra for outlet for 75mm pipe",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1573*G1573,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"70mm Diameter rainwater pipes",null,"m",{"v":14,"d":"14 "},null,{"$f":"ROUND(F1575*G1575,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra for bend",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F1577*G1577,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":7,"d":"7 "},null,"Extra for shoe",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1579*G1579,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Spreader for 75mm pipe",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1581*G1581,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 148"]
[]
[null,null,"SANITARY FITTINGS"]
[]
[{"v":9,"d":"9 "},null,"Atlas VIP toilet with and including Atlas VIP 200 inlet funnel or similar approved",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1587*G1587,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"Atlas Viking hand wash basin or similar approved",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1589*G1589,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":11,"d":"11 "},null,"Atlas Plastics Viking 508AP white Urinal with Atlas 497AP Lilydome waterless waste and Atlas mini P-Trap. Urinal three times securely bolted to wall with 8mmø corrosion resistant expansion bolts -  and bolt shank epoxy-glued to bolt-holes",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1591*G1591,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TRAPS ETC"]
[]
[null,null,"Rubber traps, etc.:"]
[]
[{"v":12,"d":"12 "},null,"40 x 40mm 'Flexitrap' butyl rubber deep seal 'P' or 'S' trap jointed to waste outlet fitting and to PVC pipe including coupling clamps, etc.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1597*G1597,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TAPS, VALVES, ETC"]
[]
[null,null,"Brass"]
[]
[{"v":13,"d":"13 "},null,"No.KM2 15mm pillar tap with blue inlay.",null,"No",{"v":5,"d":"5 "},null,{"$f":"ROUND(F1603*G1603,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":14,"d":"14 "},null,"Cobra Water tech 15mm chrome plated elbow action raised nose pillar tap with blue indicator for cold water (Code: 503-21B), manufactured in accordance with SANS 226:2004 Type 2 (BS 5412).",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1605*G1605,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":15,"d":"15 "},null,"20mm Stopcock.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1607*G1607,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SANITARY PLUMBING"]
[]
[null,null,"PVC pipes"]
[]
[{"v":16,"d":"16 "},null,"40mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F1613*G1613,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":17,"d":"17 "},null,"50mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":18,"d":"18 "},null,{"$f":"ROUND(F1615*G1615,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":18,"d":"18 "},null,"110mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":32,"d":"32 "},null,{"$f":"ROUND(F1617*G1617,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":19,"d":"19 "},null,"110mm stubstacks with pvc cap fixed to external walls",null,"m",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1619*G1619,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over uPVC pipes for fittings"]
[]
[{"v":20,"d":"20 "},null,"40mm Fittings",null,"No",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1623*G1623,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":21,"d":"21 "},null,"50mm Fittings",null,"No",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1625*G1625,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":22,"d":"22 "},null,"110mm Fittings",null,"No",{"v":17,"d":"17 "},null,{"$f":"ROUND(F1627*G1627,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WATER SUPPLY"]
[]
[null,null,"Class 2 Copper Pipes"]
[]
[null,null,"Extra over class 2 copper pipes for brass compression fittings"]
[]
[{"v":23,"d":"23 "},null,"20mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":11,"d":"11 "},null,{"$f":"ROUND(F1635*G1635,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":24,"d":"24 "},null,"15mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F1637*G1637,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over class 2 copper pipes for brass compression fittings"]
[]
[{"v":25,"d":"25 "},null,"20mm Fittings",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F1641*G1641,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":26,"d":"26 "},null,"15mm Fittings",null,"No",{"v":12,"d":"12 "},null,{"$f":"ROUND(F1643*G1643,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"The following in polywater pipes"]
[]
[{"v":27,"d":"27 "},null,"12mm pipes",null,"m",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1647*G1647,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"The following in JoJo 5500 litre capacity tanks (Stromy sky ME 5513 in colour)"]
[]
[{"v":28,"d":"28 "},null,"5500L litre Jojo horizontal water storage tank fitted with access lid and inlet hole, with and including flanged or screwed connections for inlet, 15mm outlet and 15mm overflow pipes, hoist and set in position on plinth (elsewhere measured), approximately 1000mm high above ground level",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1651*G1651,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 12"]
[]
[null,null,"GLAZING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 150"]
[]
[null,null,"6.38mm thick laminated safety glass panels. All edges of the glazing panels to be treated and fully sealed with Beta seal to avoid de lamination and penetrating stains."]
[]
[{"v":1,"d":"1 "},null,"Panes not exceeding 0,1m2.",null,"m²",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1665*G1665,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"MIRRORS"]
[]
[{"v":2,"d":"2 "},null,"Polished Stainless steel mirror (1 mm thick) Size: 400x300x1.0mm vertically above each basin 670mm above floor - screw fixed with countersunk stainless steel Philips screws on four corners. Rear surface of the mirror and plastic wall-plugs securely epoxy-glued to wall",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1669*G1669,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 13"]
[]
[null,null,"PAINTWORK"]
[]
[null,null,"PAINTWORK, ETC TO NEW WORK ON"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 152"]
[]
[null,null,"FLOATED PLASTER SURFACES WITH"]
[]
[null,null,"One coat Dulux trade alkali resistant plaster primer,apply  one Dulux Trade universal undercoat and two coats full strength,dulux pearlglo solvent based enamel (or similar approved)"]
[]
[{"v":1,"d":"1 "},null,"Internal walls",null,"m²",{"v":70,"d":"70 "},null,{"$f":"ROUND(F1687*G1687,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE SURFACES WITH"]
[]
[null,null,"Apply one coat , and, while it is still wet, sprinkle dry, washed river sand over the surface, stop and apply undercoat to seal the surface. Allow overnight drying and apply one finishing coat"]
[]
[{"v":2,"d":"2 "},null,"Concrete floors",null,"m²",{"v":13,"d":"13 "},null,{"$f":"ROUND(F1693*G1693,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"FIBRE-CEMENT SURFACES WITH"]
[]
[null,null,"Two coats pure acrylic paint on"]
[]
[{"v":3,"d":"3 "},null,"Fascias and barge boards",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1699*G1699,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"METAL SURFACES WITH"]
[]
[null,null,"Clean with galvanised iron cleaner,apply one coat galvanised iron primer,one coat undercoat and two coats enamel"]
[]
[{"v":4,"d":"4 "},null,"Door frame",null,"m²",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1705*G1705,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Security gates",null,"m²",{"v":7,"d":"7 "},null,{"$f":"ROUND(F1707*G1707,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Global Roofing 0,60mm \"Klip-Lok 700\" concealed fix galvanized roof sheeting with \"Chromadek\" finish on one side including KL700 clips fixed to timber purlins according to manufacturer's intructions"]
[]
[null,null,"WOOD SURFACES WITH"]
[]
[null,null,"Two coats oil wood primer on"]
[]
[{"v":6,"d":"6 "},null,"Backs of frames, linings, etc not exceeding 300mm wide",null,"m",{"v":19,"d":"19 "},null,{"$f":"ROUND(F1715*G1715,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One coat Dulux Supergrip primer wood primer,one coat  Dulux Trade Universal Undercoat,two coats  Dulux Pearlglo Waterbased Enamel paint on"]
[]
[{"v":7,"d":"7 "},null,"Door frames",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1719*G1719,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Doors",null,"m²",{"v":14,"d":"14 "},null,{"$f":"ROUND(F1721*G1721,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prepare and apply two coats carbolineum on:"]
[]
[{"v":9,"d":"9 "},null,"Roof timbers.",null,"m²",{"v":27,"d":"27 "},null,{"$f":"ROUND(F1725*G1725,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":1,"d":"1 "},null,"EARTHWORKS( Provisional)",null,"Page",{"v":60,"d":"60 "},{"v":0,"d":"0.00"}]
[]
[{"v":2,"d":"2 "},null,"CONCRETE, FORMWORK AND REINFORCEMENT (Provisional)",null,"Page",{"v":64,"d":"64 "},{"v":0,"d":"0.00"}]
[]
[{"v":3,"d":"3 "},null,"PRECAST CONCRETE",null,"Page",{"v":65,"d":"65 "},{"v":0,"d":"0.00"}]
[]
[{"v":4,"d":"4 "},null,"MASONRY",null,"Page",{"v":72,"d":"72 "},{"v":0,"d":"0.00"}]
[]
[{"v":5,"d":"5 "},null,"WATERPROOFING",null,"Page",{"v":74,"d":"74 "},{"v":0,"d":"0.00"}]
[]
[{"v":6,"d":"6 "},null,"ROOF COVERINGS",null,"Page",{"v":76,"d":"76 "},{"v":0,"d":"0.00"}]
[]
[{"v":7,"d":"7 "},null,"CARPENTRY AND JOINERY",null,"Page",{"v":79,"d":"79 "},{"v":0,"d":"0.00"}]
[]
[{"v":8,"d":"8 "},null,"IRONMONGERY",null,"Page",{"v":81,"d":"81 "},{"v":0,"d":"0.00"}]
[]
[{"v":9,"d":"9 "},null,"METALWORK",null,"Page",{"v":83,"d":"83 "},{"v":0,"d":"0.00"}]
[]
[{"v":10,"d":"10 "},null,"PLASTERING",null,"Page",{"v":84,"d":"84 "},{"v":0,"d":"0.00"}]
[]
[{"v":11,"d":"11 "},null,"PLUMBING AND DRAINAGE (Provisional)",null,"Page",{"v":87,"d":"87 "},{"v":0,"d":"0.00"}]
[]
[{"v":12,"d":"12 "},null,"GLAZING",null,"Page",{"v":88,"d":"88 "},{"v":0,"d":"0.00"}]
[]
[{"v":13,"d":"13 "},null,"PAINTWORK",null,"Page",{"v":90,"d":"90 "},{"v":0,"d":"0.00"}]
[]
[null,null,"SECTION NO.5"]
[]
[null,null,"BILL NO 1"]
[]
[null,null,"EARTHWORKS(Provisional)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Nature of ground"]
[]
[null,null,"The nature of the ground is assumed to be loose sandy material, therefore \"earth\", but possibly interspersed with \"hard rock\" or \"soft rock\"."]
[]
[null,null,"The nature of the ground is assumed to be gravel, therefore \"earth\", but possibly interspersed with \"soft rock\"."]
[]
[null,null,"The nature of the ground is assumed to be silty clay with loose river boulders varying in size up to approximately 450mm diameter, therefore \"earth\", but possibly interspersed with \"hard rock\"."]
[]
[null,null,"Trial holes indicate that the nature of the ground is silty clay to a depth of approximately 500mm with fine to medium loose sandy material below, therefore \"earth\".  The trial holes also indicate that the water table is at a maximum depth of approximately 1000mm."]
[]
[null,null,"A soils investigation has been carried out on site by the engineer and the report is annexed to these bills of quantities. Descriptions of excavations shall be deemed to include all ground conditions classifiable as \"earth\" described in the above report and where conditions of a more difficult character are indicated these are separately measured"]
[]
[null,null,"Carting away of excavated material"]
[]
[null,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site"]
[]
[null,null,"Filling"]
[]
[null,null,"Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any multiple handling of material"]
[]
[null,null,"WORK GROUP 104"]
[]
[null,null,"SITE CLEARANCE ETC"]
[]
[null,null,"Site clearance"]
[]
[{"v":1,"d":"1 "},null,"Stripping average 100mm thick layer of top soil and stockpiling on site",null,"m²",{"v":70,"d":"70 "},null,{"$f":"ROUND(F1791*G1791,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"EXCAVATIONS"]
[]
[null,null,"Excavation in earth exceeding 2m  and n.e 4m deep"]
[]
[{"v":2,"d":"2 "},null,"Raft foundation",null,"m³",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1797*G1797,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER"]
[]
[null,null,"Keeping excavations free of water"]
[]
[{"v":3,"d":"3 "},null,"Keeping excavations free of water",null,"Item","1.00",null,{"$f":"ROUND(F1803*G1803,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"FILLING ETC"]
[]
[null,null,"Earth filling obtained from the excavations (not compacted)"]
[]
[{"v":4,"d":"4 "},null,"In prescribed stock piles on site",null,"m³",{"v":27,"d":"27 "},null,{"$f":"ROUND(F1809*G1809,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, compacted to 93% Mod AASHTO density"]
[]
[{"v":5,"d":"5 "},null,"Backfilling to trenches, holes, etc",null,"m³",{"v":49,"d":"49 "},null,{"$f":"ROUND(F1813*G1813,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"G5 earth filling supplied by the contractor, compacted to 93% Mod AASHTO density"]
[]
[{"v":6,"d":"6 "},null,"Under floors, steps, pavings, etc",null,"m³",{"v":23,"d":"23 "},null,{"$f":"ROUND(F1817*G1817,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Coarse river sand filling supplied by the contractor"]
[]
[{"v":7,"d":"7 "},null,"Under floors etc",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1821*G1821,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Compaction of surfaces"]
[]
[{"v":8,"d":"8 "},null,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density",null,"m²",{"v":65,"d":"65 "},null,{"$f":"ROUND(F1825*G1825,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prescribed density test on filling"]
[]
[{"v":9,"d":"9 "},null,"\"Modified AASHTO Density\" test",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F1829*G1829,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"\"Field Density\" test including \"Optimum Moisture Content\" (four readings per test)",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F1831*G1831,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SOIL POISONING"]
[]
[null,null,"Soil insecticide"]
[]
[{"v":11,"d":"11 "},null,"Under floors etc, including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming",null,"m²",{"v":63,"d":"63 "},null,{"$f":"ROUND(F1837*G1837,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":12,"d":"12 "},null,"To bottoms and sides of trenches etc",null,"m²",{"v":150,"d":"150 "},null,{"$f":"ROUND(F1839*G1839,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 2"]
[]
[null,null,"CONCRETE, FORMWORK AND REINFORCEMENT(Provisional)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"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 and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,null,"WORK GROUP 110"]
[]
[null,null,"REINFORCED CONCRETE"]
[]
[null,null,"25Mpa/20mm concrete"]
[]
[{"v":1,"d":"1 "},null,"Strip footings",null,"m³",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1863*G1863,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Ramps,aprons etc",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1865*G1865,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Surface beds cast in panels",null,"m³",{"v":1,"d":"1 "},null,{"$f":"ROUND(F1867*G1867,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Raft foundation",null,"m³",{"v":8,"d":"8 "},null,{"$f":"ROUND(F1869*G1869,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 111"]
[]
[null,null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1)"]
[]
[null,null,"Smooth formwork to sides:"]
[]
[{"v":5,"d":"5 "},null,"Edges, risers, ends and reveals not exceeding 300mm high or wide",null,"m",{"v":30,"d":"30 "},null,{"$f":"ROUND(F1877*G1877,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth form work to soffits"]
[]
[{"v":6,"d":"6 "},null,"Suspended slabs including propping n.e 3.5m high",null,"m²",{"v":13,"d":"13 "},null,{"$f":"ROUND(F1881*G1881,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth formwork to sides and soffits:"]
[]
[{"v":7,"d":"7 "},null,"230x 350mm Concrete Beam below suspended slab",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1885*G1885,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Smooth Formwork to form:"]
[]
[{"v":8,"d":"8 "},null,"Sides of Raft Foundation",null,"m²",{"v":23,"d":"23 "},null,{"$f":"ROUND(F1889*G1889,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"250 mm Diameter opening.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1891*G1891,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"110mm Diameter opening.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F1893*G1893,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE SUNDRIES"]
[]
[null,null,"Finishing top surface of concrete with a wood trowel."]
[]
[{"v":11,"d":"11 "},null,"Surface beds, slabs, etc",null,"m²",{"v":61,"d":"61 "},null,{"$f":"ROUND(F1899*G1899,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sikafloor-curehard-24 dry-shake floor hardening agent in accordance with the manufacturer's instructions  applied on"]
[]
[{"v":12,"d":"12 "},null,"Power floated concrete surfaces during the power floating process",null,"m²",{"v":32,"d":"32 "},null,{"$f":"ROUND(F1903*G1903,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Concrete strength test cubes"]
[]
[{"v":13,"d":"13 "},null,"Prepare set of six concrete cubes each size 150 x 150 x 150 mm and deliver to an approved laboratory for testing and pay all charges. (Provisional)",null,"Sets","4.0",null,{"$f":"ROUND(F1907*G1907,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"MOVEMENT JOINTS ETC"]
[]
[null,null,"Saw cut  Ream out 6mm wide 20mm deep seal,10 x 6 with SIKAFLEX-PRO 2HP on polyethylene backing cord."]
[]
[{"v":14,"d":"14 "},null,"6 x 20mm deep saw cut joints in top of concrete",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F1913*G1913,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Isolation joints with softboard between vertical concrete and brick surfaces"]
[]
[{"v":15,"d":"15 "},null,"10mm Joints not exceeding 300mm high or wide",null,"m",{"v":28,"d":"28 "},null,{"$f":"ROUND(F1917*G1917,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":16,"d":"16 "},null,"10mm Joints exceeding 300mm high or wide",null,"m²",{"v":6,"d":"6 "},null,{"$f":"ROUND(F1919*G1919,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114"]
[]
[null,null,"REINFORCEMENT (PROVISIONAL)"]
[]
[null,null,"High tensile steel reinforcement to structural concrete work"]
[]
[{"v":17,"d":"17 "},null,"Bars in reinforcement of all sizes",null,"t","1.50",null,{"$f":"ROUND(F1927*G1927,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Fabric reinforcement"]
[]
[{"v":18,"d":"18 "},null,"Type 245 fabric reinforcement in concrete surface beds, slabs, etc",null,"m²",{"v":53,"d":"53 "},null,{"$f":"ROUND(F1931*G1931,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 3"]
[]
[null,null,"PRECAST CONCRETE"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Sizes"]
[]
[null,null,"Blocks, sills, etc measured linear shall be made in suitable lengths.  Large size setting out drawings shall be prepared where necessary and submitted to the architect for approval before moulds are made"]
[]
[null,null,"General"]
[]
[null,null,"Where kerbstones, blocks, etc are laid in ground, descriptions shall be deemed to include necessary excavation, filling in and ramming"]
[]
[null,null,"WORK GROUP 112"]
[]
[null,null,"PRECAST CONCRETE ACCESS PANELS"]
[]
[{"v":1,"d":"1 "},null,"2080 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and 12mm thick x 70mm wide sondorband self-adhesive Flexible wax-and resin-impregnated Polyurethane foam strips at supporting ends of each panel.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F1955*G1955,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Ditto but 1100 x 375 x 100mm thick precast concrete pit latrine access panel complete with concealed key holes on sides and rubber seal on soffits",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F1957*G1957,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 4"]
[]
[null,null,"MASONRY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"BRICKWORK"]
[]
[null,null,"Sizes in descriptions"]
[]
[null,null,"Where sizes in descriptions are given in brick units, \"one brick\" shall represent the length and \"half brick\" the width of a brick"]
[]
[null,null,"Hollow walls etc"]
[]
[null,null,"Descriptions of hollow walls shall be deemed to include wall ties and leaving every fifth perpend of the bottom course of the external skin open as a weep hole"]
[]
[null,null,"Reinforced brick lintels"]
[]
[null,null,"Lintels shall bear at least 160mm onto adjacent walling.  Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous"]
[]
[null,null,"Face bricks"]
[]
[null,null,"Bricks shall be ordered timeously to obtain uniformity in size and colour"]
[]
[null,null,"Pointing"]
[]
[null,null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"BLOCKWORK"]
[]
[null,null,"Concrete masonry units"]
[]
[null,null,"Blocks shall be either solid or hollow modular dense concrete masonry units in accordance with SABS Specification 1215, having compressive strengths as described"]
[]
[null,null,"Blockwork"]
[]
[null,null,"Blockwork shall comply with SABS 0145 \"Concrete Masonry Construction\" Surfaces to be plastered shall have joints raked out to a depth of at least 10mm to provide a key.  Cavities of hollow walls shall be kept free of mortar droppings or other undesirable matter. Every second perpend of the bottom course of the external skin of hollow walls shall be left open as a weep hole"]
[]
[null,null,"Standard complementary blocks"]
[]
[null,null,"Descriptions of blockwork shall be deemed to include standard complementary blocks such as corner, three-quarter, half and quarter blocks required in the construction of corners, reveals, jambs, ends, etc to solid and hollow walls and for bonding asnecessary"]
[]
[null,null,"DECORATIVE BLOCKS"]
[]
[null,null,"Blocks shall be of approved manufacture, sound, well burnt or cured and uniform and true in size, shape and colour"]
[]
[null,null,"\"WINBLOK\" MODULAR PRECAST CONCRETE WINDOW SURROUNDS"]
[]
[null,null,"General"]
[]
[null,null,"Window surrounds shall be built into brick walls and pointed all round on both sides with 10 x 10mm square recessed joints"]
[]
[null,null,"Prices shall include for building in as single units or combinations in patterns of two or more window units and for bedding solid all round in mortar and pointing"]
[]
[null,null,"Note"]
[]
[null,null,"Aluminium infill windows, glazing and pointing with sealing compound are measured elsewhere"]
[]
[null,null,"SAMPLES"]
[]
[null,null,"Samples of all masonry building units, shall consist of a minimum of 6 units"]
[]
[null,null,"PAVINGS"]
[]
[null,null,"Quarry tiles, precast concrete, cement, terrazzo and similar tiles"]
[]
[null,null,"Tiles shall be of approved manufacture, well burnt or cured, and uniform and true in size, shape and colour"]
[]
[null,null,"Preparation of concrete floor beds, slabs, etc for pavings"]
[]
[null,null,"Concrete surfaces shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter.  Surfaces shall then be wetted and kept damp for at least six hours before slushing with 1:2 cement/sand and while still wet, pavings, etc. shall be laid on a 1:4 cement mortar bed not exceeding 25mm thick.  Sand shall be clean, sharp river sand"]
[]
[null,null,"Jointing of pavings"]
[]
[null,null,"Pavings, etc, shall, except for crazy paving, be laid with continuous joints in both directions"]
[]
[null,null,"STONEWORK"]
[]
[null,null,"Slate, marble, granite, etc"]
[]
[null,null,"Slate, marble, granite, etc is to be best quality stone from an approved quarry, free from cracks and other defects and equal to samples to be submitted to and approved by the architect.  Each stone is to hold its full size, square to the back and tobe set on its natural quarry bed"]
[]
[null,null,"Setting out"]
[]
[null,null,"Care shall be exercised in setting out the work, the preparation of templates and the checking of the detail drawings.  All measurements shall be taken on the site where necessary and the full size setting out of each course shall be done at the yardso as to ensure the proper fitting of each stone"]
[]
[null,null,"Before putting any work in hand the contractor is to submit to the architect for his approval details of the manner in which he proposes to set out the slabs and joints in all wall facings, pavings, sills, treads, etc together with samples of grain or pattern matching"]
[]
[null,null,"Face labours"]
[]
[null,null,"Face labours are to match samples to be submitted to and approved by the architect Arrises are to be clean and sharp except to treads and thresholds where they are to be slightly rounded"]
[]
[null,null,"Bedding and jointing"]
[]
[null,null,"Slate, marble, granite and other floor paving and wall linings are to be bedded solidly on the mortar thicknesses described and are to have tightly fitting butt joints unless otherwise stated Where stonework is to be fixed with adhesive, the adhesive is to be \"TAL Goldstar/Bond\" (mixed 20kg/5 litre) for external use or where white or light coloured marble is used, \"TAL Goldstar\" for internal use or other approved.  The contractor will be liable for any defects to the slate, marble and granite arising from the use of the adhesive"]
[]
[null,null,"Where soffit linings are suspended the suspension system must be concealed and must be submitted to the architect for approval before work commences Where tolerance screws are required these are to be stainless steel expanding bolt type with matching stainless steel bracket and PVC clad dowel with nuts and washers etc"]
[]
[null,null,"Damaged work"]
[]
[null,null,"Any damaged stonework shall be discarded and replaced at the contractor's expense.  No touching up will be permitted except in exceptional cases, with the architect's consent"]
[]
[null,null,"Descriptions"]
[]
[null,null,"Descriptions of stonework shall be deemed to include preparatory work, labours to backs, beds and joints, templates, mortices for bolts etc and for hoisting and setting in position, bedding, jointing and pointing, casing and protecting from injury and cleaning down at completion Descriptions of recessed pointing to stonework shall be deemed to be square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"WORK GROUP 116"]
[]
[null,null,"SUPERSTRUCTURE"]
[]
[null,null,"Brickwork of NFP bricks in class II mortar"]
[]
[{"v":1,"d":"1 "},null,"Half brick walls",null,"m²",{"v":8,"d":"8 "},null,{"$f":"ROUND(F2075*G2075,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Half brick wall in beamfilling.",null,"m²",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2077*G2077,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Piers",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2079*G2079,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"One brick walls",null,"m²",{"v":98,"d":"98 "},null,{"$f":"ROUND(F2081*G2081,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Facebrick"]
[]
[null,null,"Corobrick Firelight Satin FBX facing bricks and pointing with 6 mm square recessed joints"]
[]
[{"v":5,"d":"5 "},null,"Extra over ordinary brickwork for facing in stretcher bond and pointing.",null,"m²",{"v":81,"d":"81 "},null,{"$f":"ROUND(F2087*G2087,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra over brickwork for face brickwork in beamfilling.",null,"m²",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2089*G2089,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":7,"d":"7 "},null,"Face brick on edge window cill set sloping and slightly projecting on bottom edge in 1:5 cement mortar including cutting and fitting between reveals, fair splay cutting under and pointing on top, edge and projecting soffit (In No. 28)",null,"m",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2091*G2091,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Face brick cut soldier course window head, formed with cant bricks170mm high, bedded in 1:5 cement mortar including cutting and fitting between reveals and pointing on top and front face.",null,"m",{"v":9,"d":"9 "},null,{"$f":"ROUND(F2093*G2093,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"Face brick soldier course band 160mm wide to top of one brick wall bedded in 1:5 cement mortar including pointing to sides and faces",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2095*G2095,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"Fair raking cutting.",null,"m",{"v":11,"d":"11 "},null,{"$f":"ROUND(F2097*G2097,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BRICKWORK SUNDRIES"]
[]
[null,null,"Bagging of 1:3 cement and sand mixture"]
[]
[{"v":11,"d":"11 "},null,"Bag outer face or inner skin of brick wall to receive bitumen paint (elsewhere measured)",null,"m²",{"v":53,"d":"53 "},null,{"$f":"ROUND(F2103*G2103,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Brickwork reinforcement"]
[]
[{"v":12,"d":"12 "},null,"75mm Wide reinforcement built in horizontally",null,"m",{"v":50,"d":"50 "},null,{"$f":"ROUND(F2107*G2107,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":13,"d":"13 "},null,"150mm Wide reinforcement built in horizontally",null,"m",{"v":973,"d":"973 "},null,{"$f":"ROUND(F2109*G2109,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Concrete prestressed fabricated lintels"]
[]
[{"v":14,"d":"14 "},null,"110 x 75mm Lintels in lengths not exceeding 3m",null,"m",{"v":8,"d":"8 "},null,{"$f":"ROUND(F2113*G2113,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":15,"d":"15 "},null,"110 x 75mm Lintels in lengths not exceeding 3m n.e 4.5m",null,"m",{"v":18,"d":"18 "},null,{"$f":"ROUND(F2115*G2115,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Galvanised hoop iron cramps, ties, etc"]
[]
[{"v":16,"d":"16 "},null,"32 x 1,2mm Galvanised hoop iron roof tie 600mm girth with each end fixed to timber",null,"No",{"v":14,"d":"14 "},null,{"$f":"ROUND(F2119*G2119,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 5"]
[]
[null,null,"WATERPROOFING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 120"]
[]
[null,null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,null,"One layer of 375 micron \"Consol Plastics Brikgrip DPC\" embossed damp proof course"]
[]
[{"v":1,"d":"1 "},null,"In walls",null,"m²",{"v":11,"d":"11 "},null,{"$f":"ROUND(F2135*G2135,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One layer of 250 micron \"Consol Plastics Gunplas USB Green\" waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\""]
[]
[{"v":2,"d":"2 "},null,"Raft foundation",null,"m²",{"v":51,"d":"51 "},null,{"$f":"ROUND(F2139*G2139,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Under Pit base slab.",null,"m²",{"v":15,"d":"15 "},null,{"$f":"ROUND(F2141*G2141,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Pit Linings"]
[]
[{"v":4,"d":"4 "},null,"Floors",null,"m²",{"v":15,"d":"15 "},null,{"$f":"ROUND(F2145*G2145,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One coat Sikafloor®-156 and three coats Sikagard®-63 N or other equally approved waterproofing wall system as approved by the Employer on"]
[]
[{"v":5,"d":"5 "},null,"Apply two Sika Cemflex coats to external pit wall.",null,"m²",{"v":31,"d":"31 "},null,{"$f":"ROUND(F2149*G2149,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Apply  3 mm sikagard 720 EPOCEM  on green or damp concrete and one coat sikafloor-156 to manufactures specification."]
[]
[{"v":6,"d":"6 "},null,"Pit Slab.",null,"m²",{"v":15,"d":"15 "},null,{"$f":"ROUND(F2153*G2153,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Two coats \"Brixeal\" bitumen emulsion waterproof coating"]
[]
[{"v":7,"d":"7 "},null,"On bagged brick walls",null,"m²",{"v":53,"d":"53 "},null,{"$f":"ROUND(F2157*G2157,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SEALANTS ETC"]
[]
[{"v":8,"d":"8 "},null,"Silicon pointing to aluminium windows",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F2161*G2161,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SIKAFELX PRO 2HP or other equally approved sealing compound including backing cord, bond breaker, primer, etc"]
[]
[{"v":9,"d":"9 "},null,"6 x 10mm In saw cut joints in floors",null,"m",{"v":6,"d":"6 "},null,{"$f":"ROUND(F2165*G2165,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"10 x 10mm Isolation joints in floors",null,"m",{"v":31,"d":"31 "},null,{"$f":"ROUND(F2167*G2167,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":11,"d":"11 "},null,"10 x 10mm Construction joint joints in floors",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2169*G2169,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 6"]
[]
[null,null,"ROOF COVERINGS ETC"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 124"]
[]
[null,null,"PROFILED METAL SHEETING AND ACCESSORIES"]
[]
[null,null,"Safintra 0.50mm thick WIDEDEK AZ150 G550 pre-painted interlocking roof sheeting fixed to 75 x 50mm SA pine purlins at 1200mm centres (purlins elsewhere measured) with 2 x galvanised hurricane clip screws fixed at each intersection to premanufactured gang nail type SA pine trusses (trusses elsewhere measured)"]
[]
[{"v":1,"d":"1 "},null,"Roof coverings with pitches not exceeding 50 degrees",null,"m²",{"v":34,"d":"34 "},null,{"$f":"ROUND(F2185*G2185,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"0.5mm thick ridge capping",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2187*G2187,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"0,5mm Thick cover flashing piece to roofing 375mm girth twice times bent, including notching over ribs",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F2189*G2189,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Ditto but purpose made tile to end of ridge",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2191*G2191,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Hole through metal roof sheeting for and flashing around 110mm pipe with Fibreglass and sealing with resin",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2193*G2193,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Moulded narrow or broad rib polyethelene filler blocks",null,"m",{"v":27,"d":"27 "},null,{"$f":"ROUND(F2195*G2195,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"ROOF AND WALL INSULATION"]
[]
[null,null,"\"Sisalation 420\" heavy industrial grade aluminium foil based insulation"]
[]
[{"v":7,"d":"7 "},null,"Insulation laid taut over purlins (at approximately 1,80m centres) and fixed concurrent with roof covering, including taped laps and nylon straining wires",null,"m²",{"v":34,"d":"34 "},null,{"$f":"ROUND(F2201*G2201,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":8,"d":"8 "},null,"\"Sondor\" Eave Polycloser",null,"m",{"v":20,"d":"20 "},null,{"$f":"ROUND(F2205*G2205,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 7"]
[]
[null,null,"CARPENTRY AND JOINERY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 126"]
[]
[null,null,"ROOFS, ETC"]
[]
[null,null,"Plate nailed timber roof truss construction"]
[]
[null,null,"Timber roof truss prices are to include for the design, supply,wind categoy as per SANS 10160 and erection of the trusses into position complete including bolts, connectors, connections, etc.The dimensions of the trusses given in the following descriptions are nominal and the actual measurements for the design and manufacture of the trusses must be taken on site to match existing.The truss spans given are measured horizontally between the outer faces of the wall plates. Permanent bracing and runners have not been measured in accordance with the Standard System of Measuring Builder's Work and are measured as an item, the price of which is to include for the design, supply and fixing of necessary permanent bracing and runners."]
[]
[null,null,"Monoplaner Prefabricated Connector Plate Roof Trussesat 1600mm maximum centres with a pitch of 25 Degrees and suitable for EVERITE Nutec Bigsix corrugated roof sheeting or other equal approved wth 50 x 76mm purlins(elsewhere measured) at 1050mm centres and Gypsum plasterboard ceiling  (Gypsum plasterboard ceiling elsewhere measured) with brandering at 450mm centres"]
[]
[{"v":1,"d":"1 "},null,"Truss size 5 100mm span x 1100mm high with 450mm overhang on both sides",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2225*G2225,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sawn softwood"]
[]
[{"v":2,"d":"2 "},null,"38 x 114mm Wall plates",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F2229*G2229,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"38 x 114mm Bracing",null,"m",{"v":20,"d":"20 "},null,{"$f":"ROUND(F2231*G2231,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"50 x 76mm Purlins, bolted",null,"m",{"v":40,"d":"40 "},null,{"$f":"ROUND(F2233*G2233,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Structural Timber"]
[]
[{"v":5,"d":"5 "},null,"45 x 145mm treated pine beams, ends treated with two coats flintkote and built 200mm deep into brickwork.",null,"m",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2237*G2237,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":6,"d":"6 "},null,"Hurrican clips",null,"No",{"v":64,"d":"64 "},null,{"$f":"ROUND(F2241*G2241,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TR1 and TR2 Certificates"]
[]
[{"v":7,"d":"7 "},null,"Allow for TR1 and TR2 certification of all trusses",null,"Item","1.00",null,{"$f":"ROUND(F2245*G2245,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"EAVES, VERGES, ETC"]
[]
[null,null,"\"Everite\" medium density plain nutec-cement"]
[]
[null,null,"'Everite Nutec' fibre cement socket less barge boards (Product no. 721-800):"]
[]
[{"v":8,"d":"8 "},null,"80 x 200mm Barge boards including H-profile jointing strips",null,"m",{"v":13,"d":"13 "},null,{"$f":"ROUND(F2253*G2253,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"\"Everite Nutec\" medium density fibre cement fascia boards (Product No. 041-202)."]
[]
[{"v":9,"d":"9 "},null,"15 x 225mm Fascias including Pvc H-profile jointing strips",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F2257*G2257,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"DOORS, ETC"]
[]
[null,null,"SABS 545 Solid core doors with vertical tongue and groove boarding on both sides and hardwood edging both vertical sides"]
[]
[{"v":10,"d":"10 "},null,"44mm Door size 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2263*G2263,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TDM Hardwood  door with double top & bothom rails,tounge and groove boarding in v-joint rail,20x 150mm middle ledge,20 x 225mm bottom ledge and 20 x 110mm braces"]
[]
[{"v":11,"d":"11 "},null,"44mm Door size 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2267*G2267,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"FRAMED FRAMES, ETC"]
[]
[null,null,"Timber frames"]
[]
[{"v":12,"d":"12 "},null,"108 x 44mm rebated timber door frames for 813x 2032mm door with 5 x 5 mm inner rebate and 14 x 14mm chamfered outward exposed edge for stiles and top frame securely retro fixed to walls",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2273*G2273,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 8"]
[]
[null,null,"IRONMONGERY"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 132"]
[]
[null,null,"HINGES, BOLTS, ETC"]
[]
[null,null,"Approved"]
[]
[{"v":1,"d":"1 "},null,"WBH 19 100x75x3mm stainless steel rise-&-fall hinges right-handed, supplied with s/steel fixing screws.",null,"Pairs","5.0",null,{"$f":"ROUND(F2289*G2289,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"LOCKS"]
[]
[null,null,"\"Union\""]
[]
[{"v":2,"d":"2 "},null,"Union 2261-76SS 4 lever upright lock with and including Union AL684 - 05AS bishop lever furniture",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2295*G2295,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Union 2277-78SS 3 lever upright lock with and including Union AL684 - 05AS bishop lever furniture",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2297*G2297,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Facility indicator bolt, code 37651RH",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2299*G2299,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"\"Chairman Industries cc\" grab rails"]
[]
[{"v":5,"d":"5 "},null,"Ref DL3 Stainless Steel Dogleg Side rail with centre flange (three in total) with Satin Polished Finish, plugged and screwed to wall.",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2303*G2303,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Ref SR5-500mm Stainless Steel Flushvalve Back Rail with Satin Polished finish, plugged and screwed to wall.",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2305*G2305,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SUNDRIES"]
[]
[null,null,"Toilet Roll Holder"]
[]
[{"v":7,"d":"7 "},null,"Two toilet roll holder,lockable mild white still or similar approved size 14cm x 12.5cm x 27.5cm, weight 1.05kg,capacity 2 x toilet rolls.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2311*G2311,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Hat and Coat Hook"]
[]
[{"v":8,"d":"8 "},null,"Union AL684-05AS hat and coat hook",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2315*G2315,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Door Closer"]
[]
[{"v":9,"d":"9 "},null,"Union 87001SS door stop",null,"No",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2319*G2319,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Door signs or numbers to be of an approved grey ultra high impact acryllic plastic construction plugged to wall or screwed to door with 15mm countersunk raised head chromium plated screws at each corner or hung from ceilings with two chromium plated chains"]
[]
[{"v":10,"d":"10 "},null,"200 x 70 x 2.5mm Sign with 40mm high letters to centre of main door leaf 1850mm above ffl (Allow for 10 Letters)",null,"No",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2323*G2323,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SIGNAGE"]
[]
[{"v":11,"d":"11 "},null,"Pareplegic sign size 150mm x 150mm dorma",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2327*G2327,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":12,"d":"12 "},null,"Female sign size 150mm x 150mm dorma DSS-131",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2329*G2329,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 9"]
[]
[null,null,"METALWORK"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 136"]
[]
[null,null,"HOT DIP GALVANISED STEEL WINDOWS"]
[]
[null,null,"The following units refer to the Architects diagrams, details and specifications bound into the back of these bills of quantities and must be adherred to in all respects and all prices are to include all glass, ironmongery,, fixing,sealing etc"]
[]
[{"v":1,"d":"1 "},null,"Standard window size 533 x 654mm",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2345*G2345,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Standard window size 899 x 457mm",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2347*G2347,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BURGLAR BARS"]
[]
[null,null,"The following in hot dip galvanised after fabrication steel burglar bars comprising of 40 x 12mm EN8 flat steel framing and intermediate posts with 19mm diameter EN8 horizontal steel bars at 138mm centres welded to frame, frame drilled at 276mm centres for 12mm diameter expansion bolts, refer to the Architects diagrams, details and specifications bound into the back of these bills of quantities and must be adhered to in all respects and all prices are to include all assembly, setting up, building in, etc."]
[]
[{"v":3,"d":"3 "},null,"Burglar bar to suit opening size 533 x 654mm",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2353*G2353,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Burglar bar to suit opening size size 899 x 457mm",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2355*G2355,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"STANDARD PRESSED STEEL DOOR FRAMES"]
[]
[null,null,"1,2mm Double rebated frame suitable for one brick walls complete with crimped lugs for building in 2 x 100mm galvanised and welded loose pin hinges"]
[]
[{"v":5,"d":"5 "},null,"Frame for door 813 x 2032mm high",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2361*G2361,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED STEEL POSTS"]
[]
[{"v":6,"d":"6 "},null,"90mm Ø x 3mm wall thickness hollow Circular galvanized steel stanchion with 90mmØ x 3mmthick top closure piece, with 75 longx42Øx3mm distance piece supporting a 149mmhigh x 49 wide x 5mm thick steel bracket for fixing the 145 x 45mm roof support-beam with two 12mmø galvanized bolts securely spot welded and touched up with cold galvanizing. Base plate size 250 x 250 x 3mm welded to the bottom end of the post and set in 450 x 450x 650mm deep concrete footing. (footings elsewhere measured)",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2365*G2365,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED CHANNEL"]
[]
[{"v":7,"d":"7 "},null,"149 x 49 x 5mm galvanised steel L channel fixed to walls with 10 x 140mm corrosion resistant expansion bolt at 600mm centres",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2369*G2369,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"140 x 60 x15mm galvanised steel U channel mounted wall with 10 x 410mm corrosion resistant expansion bolts @ 600mm centres",null,"m",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2371*G2371,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"HOT DIP GALVANISED STEEL GATES"]
[]
[{"v":9,"d":"9 "},null,"Hot dip galvanised single gate size 877mm long x 2225mm high overall, formed of 50 x 30 x 2,5mm thick rectangular hollow section frame with 50 x 30 x 2,5mm thick rectangular hollow section middle rail and 38 x 38 x 2,5mm thick square hollow section tube Diametergonal braces in between, all sections welded together, with 25 x 25 x 2mm thick square tube bolt frame with 12mm Diameter. x 85mm long bolt (bolt formed of 85mm long high tension solid round bar welded to 76 x 25 x 5mm plate with 14mm Diameter. drilled hole), including drilling hole size 18mm Diameter. through square tube gate frame for bolt opening, with and including three pin hinges (size 25mm Diameter. x 80mm long overall) with 15mm dia. x 30mm long pin and 25mm dia. sheath welded to gate and post",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2375*G2375,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 10"]
[]
[null,null,"PLASTERING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 142"]
[]
[null,null,"SCREEDS"]
[]
[null,null,"Screeds on concrete"]
[]
[{"v":1,"d":"1 "},null,"30mm Thick on floors and landings",null,"m²",{"v":16,"d":"16 "},null,{"$f":"ROUND(F2391*G2391,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"INTERNAL PLASTER"]
[]
[null,null,"Cement plaster on brickwork"]
[]
[{"v":2,"d":"2 "},null,"On superstructure internal walls",null,"m²",{"v":75,"d":"75 "},null,{"$f":"ROUND(F2397*G2397,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"In narrow widths not exceeding 300m wide",null,"m²",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2399*G2399,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 11"]
[]
[null,null,"PLUMBING AND DRAINAGE (PROVISIONAL)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 146"]
[]
[null,null,"RAINWATER DISPOSAL"]
[]
[null,null,"Marley vynadeep or other equally approved uPVC Rainwater goods"]
[]
[{"v":1,"d":"1 "},null,"146 x 93mm Half round eaves gutters",null,"m",{"v":12,"d":"12 "},null,{"$f":"ROUND(F2415*G2415,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":2,"d":"2 "},null,"Long-arm –Swan-neck100 Bend combination",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2417*G2417,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":3,"d":"3 "},null,"Extra for stopped end",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2419*G2419,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Extra for outlet for 75mm pipe",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2421*G2421,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"80mm Diameter rainwater pipes",null,"m",{"v":14,"d":"14 "},null,{"$f":"ROUND(F2423*G2423,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra for bend",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F2425*G2425,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":7,"d":"7 "},null,"Extra for shoe",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2427*G2427,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Spreader for 75mm pipe",null,"No",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2429*G2429,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 148"]
[]
[null,null,"SANITARY FITTINGS"]
[]
[{"v":9,"d":"9 "},null,"Atlas VIP toilet with and including Atlas VIP 200 inlet funnel or similar approved",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2435*G2435,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"Atlas Viking handwash basin or similar approved",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2437*G2437,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TRAPS ETC"]
[]
[null,null,"Rubber traps, etc.:"]
[]
[{"v":11,"d":"11 "},null,"40 x 40mm 'Flexitrap' butyl rubber deep seal 'P' or 'S' trap jointed to waste outlet fitting and to PVC pipe including coupling clamps, etc.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2443*G2443,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"TAPS, VALVES, ETC"]
[]
[null,null,"Brass"]
[]
[{"v":12,"d":"12 "},null,"No.KM2 15mm pillar tap with blue inlay.",null,"No",{"v":6,"d":"6 "},null,{"$f":"ROUND(F2449*G2449,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":13,"d":"13 "},null,"Cobra Water tech 15mm chrome plated elbow action raised nose pillar tap with blue indicator for cold water (Code: 503-21B), manufactured in accordance with SANS 226:2004 Type 2 (BS 5412).",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2451*G2451,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":14,"d":"14 "},null,"20mm Stopcock.",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2453*G2453,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SANITARY PLUMBING"]
[]
[null,null,"PVC pipes"]
[]
[{"v":15,"d":"15 "},null,"40mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F2459*G2459,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":16,"d":"16 "},null,"50mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":10,"d":"10 "},null,{"$f":"ROUND(F2461*G2461,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":17,"d":"17 "},null,"110mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":16,"d":"16 "},null,{"$f":"ROUND(F2463*G2463,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":18,"d":"18 "},null,"110mm stubstacks with pvc cap fixed to external walls",null,"m",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2465*G2465,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over uPVC pipes for fittings"]
[]
[{"v":19,"d":"19 "},null,"40mm Fittings",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F2469*G2469,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":20,"d":"20 "},null,"50mm Fittings",null,"No",{"v":6,"d":"6 "},null,{"$f":"ROUND(F2471*G2471,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":21,"d":"21 "},null,"110mm Fittings",null,"No",{"v":17,"d":"17 "},null,{"$f":"ROUND(F2473*G2473,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WATER SUPPLY"]
[]
[null,null,"Class 2 Copper Pipes"]
[]
[null,null,"Extra over class 2 copper pipes for brass compression fittings"]
[]
[{"v":22,"d":"22 "},null,"20mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":17,"d":"17 "},null,{"$f":"ROUND(F2481*G2481,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":23,"d":"23 "},null,"15mm Pipe and fixing to walls, floors, in roofs, soffit of concrete slab, in chases (including chases), in concrete, etc.",null,"m",{"v":7,"d":"7 "},null,{"$f":"ROUND(F2483*G2483,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over class 2 copper pipes for brass compression fittings"]
[]
[{"v":24,"d":"24 "},null,"20mm Fittings",null,"No",{"v":12,"d":"12 "},null,{"$f":"ROUND(F2487*G2487,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":25,"d":"25 "},null,"15mm Fittings",null,"No",{"v":12,"d":"12 "},null,{"$f":"ROUND(F2489*G2489,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"The following in polywater pipes"]
[]
[{"v":26,"d":"26 "},null,"12mm pipes",null,"m",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2493*G2493,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"The following in JoJo 5500 litre capacity tanks (Stromy sky ME 5513 in colour)"]
[]
[{"v":27,"d":"27 "},null,"5500L litre Jojo horizontal water storage tank fitted with access lid and inlet hole, with and including flanged or screwed connections for inlet, 15mm outlet and 15mm overflow pipes, hoist and set in position on plinth (elsewhere measured), approximately 1000mm high above ground level",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2497*G2497,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 12"]
[]
[null,null,"GLAZING"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 150"]
[]
[null,null,"6.38mm thick laminated safety glass panels. All edges of the glazing panels to be treated and fully sealed with Beta seal to avoid de lamination and penetrating stains."]
[]
[{"v":1,"d":"1 "},null,"Panes not exceeding 0,1m2.",null,"m²",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2511*G2511,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"MIRRORS"]
[]
[{"v":2,"d":"2 "},null,"Polished Stainless steel mirror (1 mm thick) Size: 400x300x1.0mm vertically above each basin 670mm above floor - screw fixed with countersunk stainless steel Philips screws on four corners. Rear surface of the mirror and plastic wall-plugs securely epoxy-glued to wall",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2515*G2515,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BILL NO 13"]
[]
[null,null,"PAINTWORK"]
[]
[null,null,"PAINTWORK, ETC TO NEW WORK ON"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 152"]
[]
[null,null,"FLOATED PLASTER SURFACES WITH"]
[]
[null,null,"One coat Dulux trade alkali resistant plaster primer,apply  one Dulux Trade universal undercoat and two coats full strength,dulux pearlglo solvent based enamel (or similar approved)"]
[]
[{"v":1,"d":"1 "},null,"Internal walls",null,"m²",{"v":75,"d":"75 "},null,{"$f":"ROUND(F2533*G2533,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE SURFACES WITH"]
[]
[null,null,"Apply one coat , and, while it is still wet, sprinkle dry, washed river sand over the surface, stop and apply undercoat to seal the surface. Allow overnight drying and apply one finishing coat"]
[]
[{"v":2,"d":"2 "},null,"Concrete floors",null,"m²",{"v":16,"d":"16 "},null,{"$f":"ROUND(F2539*G2539,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"FIBRE-CEMENT SURFACES WITH"]
[]
[null,null,"Two coats pure acrylic paint on"]
[]
[{"v":3,"d":"3 "},null,"Fascias and barge boards",null,"m²",{"v":7,"d":"7 "},null,{"$f":"ROUND(F2545*G2545,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"METAL SURFACES WITH"]
[]
[null,null,"Clean with galvanised iron cleaner,apply one coat galvanised iron primer,one coat undercoat and two coats enamel"]
[]
[{"v":4,"d":"4 "},null,"Door frame",null,"m²",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2551*G2551,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":5,"d":"5 "},null,"Security gates",null,"m²",{"v":7,"d":"7 "},null,{"$f":"ROUND(F2553*G2553,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Global Roofing 0,60mm \"Klip-Lok 700\" concealed fix galvanized roof sheeting with \"Chromadek\" finish on one side including KL700 clips fixed to timber purlins according to manufacturer's intructions"]
[]
[null,null,"WOOD SURFACES WITH"]
[]
[null,null,"Two coats oil wood primer on"]
[]
[{"v":6,"d":"6 "},null,"Backs of frames, linings, etc not exceeding 300mm wide",null,"m",{"v":24,"d":"24 "},null,{"$f":"ROUND(F2561*G2561,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"One coat Dulux Supergrip primer wood primer,one coat  Dulux Trade Universal Undercoat,two coats  Dulux Pearlglo Waterbased Enamel paint on"]
[]
[{"v":7,"d":"7 "},null,"Door frames",null,"m²",{"v":7,"d":"7 "},null,{"$f":"ROUND(F2565*G2565,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":8,"d":"8 "},null,"Doors",null,"m²",{"v":18,"d":"18 "},null,{"$f":"ROUND(F2567*G2567,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prepare and apply two coats carbolineum on:"]
[]
[{"v":9,"d":"9 "},null,"Roof timbers.",null,"m²",{"v":30,"d":"30 "},null,{"$f":"ROUND(F2571*G2571,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":1,"d":"1 "},null,"EARTHWORKS( Provisional)",null,"Page",{"v":94,"d":"94 "},{"v":0,"d":"0.00"}]
[]
[{"v":2,"d":"2 "},null,"CONCRETE, FORMWORK AND REINFORCEMENT(Provisional)",null,"Page",{"v":98,"d":"98 "},{"v":0,"d":"0.00"}]
[]
[{"v":3,"d":"3 "},null,"PRECAST CONCRETE",null,"Page",{"v":99,"d":"99 "},{"v":0,"d":"0.00"}]
[]
[{"v":4,"d":"4 "},null,"MASONRY",null,"Page",{"v":106,"d":"106 "},{"v":0,"d":"0.00"}]
[]
[{"v":5,"d":"5 "},null,"WATERPROOFING",null,"Page",{"v":108,"d":"108 "},{"v":0,"d":"0.00"}]
[]
[{"v":6,"d":"6 "},null,"ROOF COVERINGS",null,"Page",{"v":110,"d":"110 "},{"v":0,"d":"0.00"}]
[]
[{"v":7,"d":"7 "},null,"CARPENTRY AND JOINERY",null,"Page",{"v":113,"d":"113 "},{"v":0,"d":"0.00"}]
[]
[{"v":8,"d":"8 "},null,"IRONMONGERY",null,"Page",{"v":115,"d":"115 "},{"v":0,"d":"0.00"}]
[]
[{"v":9,"d":"9 "},null,"METALWORK",null,"Page",{"v":117,"d":"117 "},{"v":0,"d":"0.00"}]
[]
[{"v":10,"d":"10 "},null,"PLASTERING",null,"Page",{"v":118,"d":"118 "},{"v":0,"d":"0.00"}]
[]
[{"v":11,"d":"11 "},null,"PLUMBING AND DRAINAGE (Provisional)",null,"Page",{"v":121,"d":"121 "},{"v":0,"d":"0.00"}]
[]
[{"v":12,"d":"12 "},null,"GLAZING",null,"Page",{"v":122,"d":"122 "},{"v":0,"d":"0.00"}]
[]
[{"v":13,"d":"13 "},null,"PAINTWORK",null,"Page",{"v":124,"d":"124 "},{"v":0,"d":"0.00"}]
[]
[null,null,"SECTION NO.6"]
[]
[null,null,"BILL NO 1"]
[]
[null,null,"EXTERNAL WORKS, ETC.(PROVISIONAL)"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"WORK GROUP 104 (EARTHWORKS)"]
[]
[null,null,"SITE CLEARANCE, ETC."]
[]
[null,null,"Removal of surface vegetable matter"]
[]
[{"v":1,"d":"1 "},null,"Allow for digging up, carting and depositing all grass, rubbish, debris, building rubble, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc to existing pond on site.",null,"m²",{"v":1240,"d":"1,240 "},null,{"$f":"ROUND(F2615*G2615,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"BULK EARTHWORKS"]
[]
[null,null,"Rates for open face excavation shall include for the formation of battered banks as required for lateral support and for ramps for the removal of excavated material."]
[]
[null,null,"General"]
[]
[null,null,"Earthworks are to be executed in accordance with SABS 1200 DM, SABS 1200 D or SABS 1200 DA 1979 \"Earthworks (Small Works)\" as applicable. Consolidations are to be done at optimum moisture content. Measuring and payment items are to be disregarded."]
[]
[null,null,"Excavate to reduce levels in open face 1,50 m deep extreme and deposit in areas of fill (Cut to Fill), well watered and consolidated in layers not exceeding 150 mm thick to obtain 95% modified AASHTO dry density under"]
[]
[{"v":2,"d":"2 "},null,"Building platforms, walkways and open areas",null,"m³",{"v":165,"d":"165 "},null,{"$f":"ROUND(F2627*G2627,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over bulk excavation in pickable material for basements, reduced levels, etc. for :"]
[]
[{"v":3,"d":"3 "},null,"Excavating in soft rock.",null,"m³",{"v":17,"d":"17 "},null,{"$f":"ROUND(F2631*G2631,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":4,"d":"4 "},null,"Ditto, in hard rock.",null,"m³",{"v":8,"d":"8 "},null,{"$f":"ROUND(F2633*G2633,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Imported Filling"]
[]
[{"v":5,"d":"5 "},null,"Approved G5 natural crushed stone from commercial sources as filling over site in layers not exceeding 150 mm thick compacted to 93% Modified AASHTO density.",null,"m³",{"v":81,"d":"81 "},null,{"$f":"ROUND(F2637*G2637,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":6,"d":"6 "},null,"Extra over all excavations for carting surplus excavated material from spoil heaps and spreading, levelling and lightly compacting on site where directed average 200 m from the excavations.(Measured nett- no allowance for bulking).",null,"m³",{"v":81,"d":"81 "},null,{"$f":"ROUND(F2639*G2639,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":7,"d":"7 "},null,"Allow for keeping bulk excavations free from water or mud.",null,"Item","1.00",null,{"$f":"ROUND(F2643*G2643,2)","v":{"$error":"#VALUE!"}}]
[]
[null,null,"In-situ soils tests"]
[]
[{"v":8,"d":"8 "},null,"\"Modified AASHTO Density\" test",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2647*G2647,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":9,"d":"9 "},null,"\"Natural California Bearing Ratio\" test",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2649*G2649,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":10,"d":"10 "},null,"\"Field Density\" test including \"Optimum Moisture Content\" (four readings per test)",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2651*G2651,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":11,"d":"11 "},null,"\"Indicator\" test (Grading and Atterberg Indicators)",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2653*G2653,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Prescribed density tests on filling"]
[]
[{"v":12,"d":"12 "},null,"\"Modified AASHTO Density\" test",null,"No",{"v":8,"d":"8 "},null,{"$f":"ROUND(F2657*G2657,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":13,"d":"13 "},null,"\"Natural California Bearing Ratio\" test",null,"No",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2659*G2659,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE WALKWAYS"]
[]
[null,null,"Earthworks"]
[]
[{"v":14,"d":"14 "},null,"Excavate in earth to reduce levels not exceeding 2 m deep.",null,"m³",{"v":57,"d":"57 "},null,{"$f":"ROUND(F2665*G2665,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":15,"d":"15 "},null,"Extra over all excavations for carting surplus excavated material from the site.",null,"m³",{"v":57,"d":"57 "},null,{"$f":"ROUND(F2667*G2667,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":16,"d":"16 "},null,"Scarify ground to a depth of 150 mm and re-compact to 90% Mod. AASHTO density.",null,"m²",{"v":195,"d":"195 "},null,{"$f":"ROUND(F2669*G2669,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":17,"d":"17 "},null,"Approved G7 natural crushed stone as base course 150 mm thick compacted to 98% Modified AASHTO density under pavings",null,"m³",{"v":39,"d":"39 "},null,{"$f":"ROUND(F2671*G2671,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 110 (CONCRETE)"]
[]
[null,null,"Concrete"]
[]
[{"v":18,"d":"18 "},null,"Cement concrete 15 MPa/20mm stone in blinding",null,"m³",{"v":10,"d":"10 "},null,{"$f":"ROUND(F2677*G2677,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":19,"d":"19 "},null,"Cement concrete 25 MPa/20mm stone in walkways",null,"m³",{"v":20,"d":"20 "},null,{"$f":"ROUND(F2679*G2679,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":20,"d":"20 "},null,"Cement concrete 25 MPa/20mm stone in thickening to edge of walkway",null,"m³",{"v":16,"d":"16 "},null,{"$f":"ROUND(F2681*G2681,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 111 (FORMWORK)"]
[]
[null,null,"Formwork"]
[]
[{"v":21,"d":"21 "},null,"Extra for floating off smooth tops of pavings to falls with a wood float and finish with a transverse broom-swept stippled finish.",null,"m²",{"v":195,"d":"195 "},null,{"$f":"ROUND(F2687*G2687,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":22,"d":"22 "},null,"Semi smooth formwork to sides, edges and risers of surface beds not exceeding 300mm high or wide",null,"m",{"v":296,"d":"296 "},null,{"$f":"ROUND(F2689*G2689,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Construction and saw cut joints"]
[]
[{"v":23,"d":"23 "},null,"Vertical Isolation joint through surface beds not exceeding 300 mm thick including all necessary formwork.",null,"m",{"v":190,"d":"190 "},null,{"$f":"ROUND(F2693*G2693,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":24,"d":"24 "},null,"6mm wide x 20mm deep Flexible sealant \"Sikaflex-Pro 2HP\" or other approved sealant on polyethylene backing cord in expansion joint between edges of concrete paving.",null,"m",{"v":190,"d":"190 "},null,{"$f":"ROUND(F2695*G2695,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114 (REINFORCEMENT)"]
[]
[null,null,"Reinforcement"]
[]
[{"v":25,"d":"25 "},null,"Reference 193 welded mesh reinforcement lapped 300mm at edge of adjoining sheets and bound with annealed wire and laying in concrete surface beds (Measured nett - no allowance made for laps)",null,"m²",{"v":416,"d":"416 "},null,{"$f":"ROUND(F2701*G2701,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 116(MASONRY)"]
[]
[null,null,"Brick inlays"]
[]
[null,null,"200 x 100 x 50mm Concrete brick pavers of contrasting colour"]
[]
[{"v":26,"d":"26 "},null,"Concrete brick pavers as expansion joint laid on edge bedded in 1:6 cement mortar between concrete paving",null,"m",{"v":65,"d":"65 "},null,{"$f":"ROUND(F2709*G2709,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 120( WATERPROOFING)"]
[]
[null,null,"Waterproofing"]
[]
[null,null,"One Layer 250 Micron Waterproof Sheeting"]
[]
[{"v":27,"d":"27 "},null,"One layer 250 micron polyethylene waterproof sheeting in accordance with SABS 952 Type C lapped 150 mm at joints and sealed with pressure sensitive tape and laying under paving.",null,"m²",{"v":377,"d":"377 "},null,{"$f":"ROUND(F2717*G2717,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"CONCRETE APRONS"]
[]
[null,null,"WORK GROUP 104 (EARTHWORKS)"]
[]
[null,null,"Earthworks"]
[]
[{"v":28,"d":"28 "},null,"Excavate in earth to reduce levels not exceeding 2 m deep.",null,"m³",{"v":40,"d":"40 "},null,{"$f":"ROUND(F2725*G2725,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":29,"d":"29 "},null,"Extra over all excavations for carting surplus excavated material from the site.",null,"m³",{"v":40,"d":"40 "},null,{"$f":"ROUND(F2727*G2727,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":30,"d":"30 "},null,"Scarify ground to a depth of 150 mm and re-compact to 90% Mod. AASHTO density.",null,"m²",{"v":132,"d":"132 "},null,{"$f":"ROUND(F2729*G2729,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":31,"d":"31 "},null,"Approved G5 natural crushed stone as base course 150 mm thick compacted to 98% Modified AASHTO density under pavings",null,"m³",{"v":20,"d":"20 "},null,{"$f":"ROUND(F2731*G2731,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":32,"d":"32 "},null,"Termite and ant proofing of ground surfaces under pavings, etc.",null,"m²",{"v":132,"d":"132 "},null,{"$f":"ROUND(F2733*G2733,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 110 (CONCRETE)"]
[]
[null,null,"Concrete"]
[]
[{"v":33,"d":"33 "},null,"Cement concrete 25 MPa/20mm stone in surface bed",null,"m³",{"v":13,"d":"13 "},null,{"$f":"ROUND(F2739*G2739,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 111 (FORMWORK)"]
[]
[null,null,"Formwork"]
[]
[{"v":34,"d":"34 "},null,"Formwork to edges, risers, ends and reveals not exceeding 300mm high or wide",null,"m",{"v":275,"d":"275 "},null,{"$f":"ROUND(F2745*G2745,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":35,"d":"35 "},null,"Extra for floating off smooth tops of aprons to falls with a wood float.",null,"m²",{"v":132,"d":"132 "},null,{"$f":"ROUND(F2747*G2747,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"10mm Thick Jointex or other approved compressible joint filler"]
[]
[{"v":36,"d":"36 "},null,"10mm Joints not exceeding 300mm high",null,"m",{"v":275,"d":"275 "},null,{"$f":"ROUND(F2751*G2751,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114 (REINFORCEMENT)"]
[]
[null,null,"Reinforcement"]
[]
[{"v":37,"d":"37 "},null,"Reference 193 welded mesh reinforcement lapped 300mm at edge of adjoining sheets and bound with annealed wire and laying in concrete surface beds (Measured nett - no allowance made for laps)",null,"m²",{"v":132,"d":"132 "},null,{"$f":"ROUND(F2757*G2757,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 120( WATERPROOFING)"]
[]
[null,null,"Waterproofing"]
[]
[null,null,"Approved polysulphide sealing compound including backing cord, bond breaker, primer etc.:"]
[]
[{"v":38,"d":"38 "},null,"10mm Wide x 10mm deep in vertical expansion joints between concrete and concrete or brick surfaces, including raking out expansion joint filler as necessary",null,"m",{"v":275,"d":"275 "},null,{"$f":"ROUND(F2765*G2765,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"OPEN STORMWATER CHANNELS"]
[]
[null,null,"WORK GROUP 104 (EARTHWORKS)"]
[]
[null,null,"Earthworks"]
[]
[{"v":39,"d":"39 "},null,"Excavate for channel not exceeding 1m deep",null,"m³",{"v":36,"d":"36 "},null,{"$f":"ROUND(F2773*G2773,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":40,"d":"40 "},null,"Extra over excavation in earth for channel for excavation in soft rock",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2775*G2775,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":41,"d":"41 "},null,"Ditto, in hard rock.",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2777*G2777,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":42,"d":"42 "},null,"Extra over all excavations for carting away from the site surplus excavated material",null,"m³",{"v":23,"d":"23 "},null,{"$f":"ROUND(F2779*G2779,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":43,"d":"43 "},null,"Keep the rainwater channel excavations free from water",null,"Item","1.00",null,{"$f":"ROUND(F2781*G2781,2)","v":{"$error":"#VALUE!"}}]
[]
[{"v":44,"d":"44 "},null,"Scarify ground to a depth of 150 mm and re-compact to 90% Modified AASHTO density.",null,"m²",{"v":120,"d":"120 "},null,{"$f":"ROUND(F2783*G2783,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":45,"d":"45 "},null,"Approved G5 natural crushed stone as base course 150 mm thick compacted to 95% Modified AASHTO density under pavings",null,"m³",{"v":18,"d":"18 "},null,{"$f":"ROUND(F2785*G2785,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 110 (CONCRETE)"]
[]
[null,null,"Concrete"]
[]
[{"v":46,"d":"46 "},null,"Cement concrete 25 MPa/20mm stone in stormwater channel",null,"m³",{"v":12,"d":"12 "},null,{"$f":"ROUND(F2791*G2791,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 111 (FORMWORK)"]
[]
[null,null,"Formwork"]
[]
[{"v":47,"d":"47 "},null,"Semi smooth formwork to sides, edges and risers of stormwater channel not exceeding 300mm high or wide",null,"m",{"v":180,"d":"180 "},null,{"$f":"ROUND(F2797*G2797,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":48,"d":"48 "},null,"Extra for floating off smooth tops of stormwater dished drains to falls with a wood float",null,"m²",{"v":120,"d":"120 "},null,{"$f":"ROUND(F2799*G2799,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"10mm Thick Jointex or other approved compressible joint filler"]
[]
[{"v":49,"d":"49 "},null,"10mm Joints not exceeding 300mm high",null,"m",{"v":150,"d":"150 "},null,{"$f":"ROUND(F2803*G2803,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114 (REINFORCEMENT)"]
[]
[null,null,"Reinforcement"]
[]
[{"v":50,"d":"50 "},null,"Reference 193 welded mesh reinforcement lapped 300mm at edge of adjoining sheets and bound with annealed wire and laying in concrete stormwater channels (Measured nett - no allowance made for laps)",null,"m²",{"v":120,"d":"120 "},null,{"$f":"ROUND(F2809*G2809,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 120( WATERPROOFING)"]
[]
[null,null,"Waterproofing"]
[]
[{"v":51,"d":"51 "},null,"10mm Wide x 10mm deep in vertical expansion joints between concrete and concrete or brick surfaces, including raking out expansion joint filler as necessary",null,"m",{"v":180,"d":"180 "},null,{"$f":"ROUND(F2815*G2815,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"OVERFLOW CHANNEL"]
[]
[null,null,"WORK GROUP 104 (EARTHWORKS)"]
[]
[null,null,"Earthworks"]
[]
[{"v":52,"d":"52 "},null,"Excavate to reduce levels in pickable material not exceeding 2m deep for overflow channel",null,"m³",{"v":6,"d":"6 "},null,{"$f":"ROUND(F2823*G2823,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":53,"d":"53 "},null,"Scarify ground to a depth of 150 mm and re-compact to 90% Modified AASHTO density.",null,"m²",{"v":14,"d":"14 "},null,{"$f":"ROUND(F2825*G2825,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":54,"d":"54 "},null,"Extra over all excavations for carting away from the site surplus excavated material",null,"m³",{"v":5,"d":"5 "},null,{"$f":"ROUND(F2827*G2827,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":55,"d":"55 "},null,"Approved G5 natural crushed stone consolidated in 150 mm thick layers and compacted to 95% Modified AASHTO density in stormwater channel overflow berm",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2829*G2829,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 146 (DRAINAGE)"]
[]
[null,null,"Reno Mattresses of 2,7mm diameter PVC coated galvanised wire boxes laced together and filled with broken stone"]
[]
[{"v":56,"d":"56 "},null,"300mm Thick Reno mattress formed of 3500 x 1000mm boxes properly bonded in accordance with the manufacturers instructions, the last 300mm to be buried into insitu ground.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2835*G2835,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 110 (CONCRETE)"]
[]
[null,null,"Concrete"]
[]
[{"v":57,"d":"57 "},null,"Cement concrete 25 MPa/19mm stone in reno mattress kicker beam or holding down strip",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2841*G2841,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"RETAINING WALL"]
[]
[null,null,"WORK GROUP 104 (EARTHWORKS)"]
[]
[null,null,"Earthworks"]
[]
[null,null,"The following in retaining walls (as per attached Engineers retaining wall detail \"TYP\" 1):"]
[]
[{"v":58,"d":"58 "},null,"Excavate in earth not exceeding 2m deep for retaining wall footings",null,"m³",{"v":26,"d":"26 "},null,{"$f":"ROUND(F2851*G2851,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":59,"d":"59 "},null,"Extra over excavations for excavating in soft rock",null,"m³",{"v":4,"d":"4 "},null,{"$f":"ROUND(F2853*G2853,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":60,"d":"60 "},null,"Extra over excavations for excavating in hard rock",null,"m³",{"v":2,"d":"2 "},null,{"$f":"ROUND(F2855*G2855,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":61,"d":"61 "},null,"Risk of collapse to sides of trench and hole excavations not exceeding 1,5m deep",null,"m²",{"v":65,"d":"65 "},null,{"$f":"ROUND(F2857*G2857,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":62,"d":"62 "},null,"Risk of collapse to sides of trench and hole excavations exceeding 1,5m deep",null,"m²",{"v":117,"d":"117 "},null,{"$f":"ROUND(F2859*G2859,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":63,"d":"63 "},null,"Cart away surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor.",null,"m³",{"v":26,"d":"26 "},null,{"$f":"ROUND(F2861*G2861,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":64,"d":"64 "},null,"Backfilling to trenches, holes, etc compacted to 98% MOD AASASHTO density",null,"m³",{"v":44,"d":"44 "},null,{"$f":"ROUND(F2863*G2863,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 110 (CONCRETE)"]
[]
[null,null,"Concrete"]
[]
[{"v":65,"d":"65 "},null,"Concrete class 25MPa/19 in footings",null,"m³",{"v":14,"d":"14 "},null,{"$f":"ROUND(F2869*G2869,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 116(MASONRY)"]
[]
[{"v":66,"d":"66 "},null,"230mm Brick retaining wall in 1:5 cement mortar in stretcher bond",null,"m²",{"v":117,"d":"117 "},null,{"$f":"ROUND(F2873*G2873,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":67,"d":"67 "},null,"Extra over ordinary brickwork for \"Corobrick Firelight Satin FBX\" face brick retaining wall",null,"m²",{"v":117,"d":"117 "},null,{"$f":"ROUND(F2875*G2875,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":68,"d":"68 "},null,"Face brick soldier course band 160mm wide to top of one brick wall bedded in 1:5 cement mortar including pointing to sides and faces",null,"m",{"v":65,"d":"65 "},null,{"$f":"ROUND(F2877*G2877,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":69,"d":"69 "},null,"Bagging of 1:3 cement and sand mixture on the inner skin of brick wall to receive bitumen paint (elsewhere measured)",null,"m²",{"v":177,"d":"177 "},null,{"$f":"ROUND(F2879*G2879,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 120( WATERPROOFING)"]
[]
[null,null,"Waterproofing"]
[]
[{"v":70,"d":"70 "},null,"Two coats \"Brixeal\" bitumen emulsion waterproof coating on bagged surface",null,"m²",{"v":117,"d":"117 "},null,{"$f":"ROUND(F2885*G2885,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 114 (REINFORCEMENT)"]
[]
[null,null,"Reinforcement"]
[]
[{"v":71,"d":"71 "},null,"High tensile steel reinforcement to concrete footings",null,"t",{"v":2,"d":"2.00"},null,{"$f":"ROUND(F2891*G2891,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"WORK GROUP 146 (DRAINAGE)"]
[]
[null,null,"Weepholes"]
[]
[{"v":72,"d":"72 "},null,"Supply and lay 50mm Diameter uPVC pipe through brick wall 230mm thick",null,"No",{"v":20,"d":"20 "},null,{"$f":"ROUND(F2897*G2897,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":73,"d":"73 "},null,"Supply and lay 19mm loose stones to form a drainage pocket 300 x 300 x 300mm in size at one end of each weep pipe, wrapped around with \"Kaytech U24\" or similar approved geofabric material",null,"No",{"v":20,"d":"20 "},null,{"$f":"ROUND(F2899*G2899,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"GREY WATER DISPOSAL"]
[]
[null,null,"Class 34 uPVC pipes laid in and including class B bedding, compacted selected fill blanket, excavations and backfilling."]
[]
[{"v":74,"d":"74 "},null,"110mm uPVC Pipes",null,"m",{"v":124,"d":"124 "},null,{"$f":"ROUND(F2905*G2905,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Extra over uPVC pipes for fittings"]
[]
[{"v":75,"d":"75 "},null,"110mm fittings",null,"No",{"v":43,"d":"43 "},null,{"$f":"ROUND(F2909*G2909,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"Sundries"]
[]
[{"v":76,"d":"76 "},null,"110mm PVC gulley trap, head, grate and precast concrete gulley surround frame size 360 x 360mm set on concrete",null,"No",{"v":6,"d":"6 "},null,{"$f":"ROUND(F2913*G2913,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"INSPECTION CHAMBERS, MANHOLES, ETC"]
[]
[null,null,"Supply and construct pre-cast concrete manholes, complete with cover and frame and and heavy duty precast concrete lid as per drawings within the following depth ranges (depth measured from invert level to top of the manhole)"]
[]
[null,null,"1000mm dia. Manholes"]
[]
[{"v":77,"d":"77 "},null," Over 1.5m up to 2.5m",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2921*G2921,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SOAKAWAY"]
[]
[{"v":78,"d":"78 "},null,"1500 x 1500 x 2300mm deep french drain/soak away filled with 20-100mm washed stones covered with  A6 Bidim wrap including 110mm diameter inlet pipe,300mm insitu material top layer and hipped imported material as specified by the engineer.",null,"No",{"v":3,"d":"3 "},null,{"$f":"ROUND(F2925*G2925,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"EROSION PROTECTION"]
[]
[null,null,"Kaytech Soilsaver or other approved jute netting soil erosion protection matting"]
[]
[{"v":79,"d":"79 "},null,"Kaytech Soilsaver or other approved jute netting soil erosion protection matting in 1,22m wide rolls lapped 150mm at joints, pegged down to soil embankments at 1m grid intervals in both directions with 500mm long notched to snag fabric, all in accordance with the manufacturer's instructions",null,"m²",{"v":354,"d":"354 "},null,{"$f":"ROUND(F2931*G2931,2)","v":{"v":0,"d":"0.00"}}]
[]
[null,null,"SECTION NO.7"]
[]
[null,null,"BILL NO 1"]
[]
[null,null,"PROVISIONAL SUMS ETC"]
[]
[null,null,"Preambles"]
[]
[null,null,"TheTenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,null,"Work executed by direct contractors"]
[]
[null,null,"Work listed under the heading \"DIRECT CONTRACTORS WORK\" will commence during the excecution of this contract and the contractor shall allow free access to the site for these direct contractors. The contractor shall prepare a programme in conjunctionwith these direct contractors in order to complete the work successfully. The direct contractors will be regarded as nominated sub-contractors but payment will not be made to them via the contractor. The estimated values of these contracts are listedto enable the contractor to determine profit and attendances, if required"]
[]
[null,null,"General"]
[]
[null,null,"Unless otherwise described, all prime cost amounts and provisional sums exclude the cash discount of 5% and include for delivery to site of all articles concerned   All prime cost amounts and provisional sums are net and include for delivery to siteof all articles concerned"]
[]
[null,null,"Preliminaries"]
[]
[null,null,"The contractor is referred to the Preliminaries for further amplification of \"Prime Cost Amounts and Provisional Sums\""]
[]
[null,null,"WORK GROUP 190"]
[]
[null,null,"ELECTRICAL INSTALLATION & LIGHTNING  PROTECTION."]
[]
[{"v":1,"d":"1 "},null,"Allow a provisional sum of R 210 987 (Two Hundred and Ten Thousand, Nine Hundred and Eighty Seven Rands) for electrical installation and lightning protection by a specialist sub-contractor.",null,"Item","1.00","210 987.00",{"$f":"ROUND(F2961*G2961,2)","v":{"$error":"#VALUE!"}}]
[]
[{"v":2,"d":"2 "},null,"Allow for profit and Attendance on the above item.",null,"%IT"]
[]
[{"v":1,"d":"1 "},null,"OHS",null,"No",{"v":1,"d":"1 "},null,{"$f":"ROUND(F2965*G2965,2)","v":{"v":0,"d":"0.00"}}]
[]
[{"v":1,"d":"1 "},null,"PRELIMINARIES & GENERAL",null,"Page",{"v":18,"d":"18 "},{"v":0,"d":"0.00"}]
[]
[{"v":2,"d":"2 "},null,"ALTERATIONS(PROVISIONAL)",null,"Page",{"v":22,"d":"22 "},{"v":0,"d":"0.00"}]
[]
[{"v":3,"d":"3 "},null,"PROTOTYPE 1A-R",null,"Page",{"v":57,"d":"57 "},{"v":0,"d":"0.00"}]
[]
[{"v":4,"d":"4 "},null,"PROTOTYPE 1A-M",null,"Page",{"v":91,"d":"91 "},{"v":0,"d":"0.00"}]
[]
[{"v":5,"d":"5 "},null,"PROTOTYPE 1A-F",null,"Page",{"v":125,"d":"125 "},{"v":0,"d":"0.00"}]
[]
[{"v":6,"d":"6 "},null,"SITE WORKS",null,"Page",{"v":136,"d":"136 "},{"v":0,"d":"0.00"}]
[]
[{"v":7,"d":"7 "},null,"PROVISIONAL SUMS",null,"Page",{"v":138,"d":"138 "},{"v":0,"d":"0.00"}]
[]
[{"v":8,"d":"8 "},null,"OCCUPATIONAL HEALTH & SAFETY",null,"Page",{"v":139,"d":"139 "},{"v":0,"d":"0.00"}]
[]
[null,null,"Sub Total",null,"ST","0.00"]
[]
[null,null,"Add Vat @ 15% RATE#",null,"TAX","15.00"]