Common use of Carried to Final Summary Clause in Contracts

Carried to Final Summary. R Section No.1 PRELIMINARIES AND GENERAL Xxxx Xx. 1 Preliminaries Prepared By Inveslot (Pty) Ltd Item No 1 CIVIL ENGINEERING WORKS XXXX Xx.2 PLUMBING AND DRAINAGE (STORMWATER) PREAMBLES: (For preambles refer to "Specification of Materials and Methods to b used" PW 371) NOTES: Unless otherwise stated all items in this bill shall be deemed to fall Work Group No. 148 for Xxxxxxx Formula purposes STORMWATER Install 200dia HDPE pipes for stormwater from the monument e into Quantity Rate R Amount with trenchless technologies including pipe m 70 2 Install 300 x 300mm square dish grate & frame 9.2KG CI or similar approved grid inlets complete connected to new Stormwater pipe and MH No 4 3 200mm dia. Cleaning eyes No 2 4 Connect into existing 450 dia Stormwater pipe No 2 Carried Forward to S ummary CIVIL ENGINEERING WORKS Bill No. 2 Plumbing & drainage (Stormwater) Prepared By Investlot (Pty) Ltd Item No CIVIL ENGINEERING WORKS BILL No.3 EXTERNAL WORKS PREAMBLES Tenderers are referred to the relevant clauses in the Model Preambles for Trades (Latest Edition) as published by the Association of South African Quantity Surveyors and to the Supplementary Preambles which are incorporated in these Bills of Quantities before pricing this schedule SUPPLEMENTARY PREAMBLES Descriptions For full descriptions and supplementary preambles applicable to this section, see also previous bills Nature of ground A soil investigation will be carried out on site by the engineer, and the report will be annexed to these bills of quantities. Descriptions of all excavations shall be deemed to include all ground conditions classified as earth described in the annexed report and where conditions of a more difficult character are indicated these are separately measured Carting away of excavated material Description of carting away of excavated material shall deemed to include loading of excavated material onto trucks directly from the excavations, or alternatively, from stock piles situated on the building site Carried Forward CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd Quantity Rate R Amount Item No Brought Forward Concrete pipes Pipes shall be jointed with ogee joints with rubber collars or socket and spigot joints with rubber rings uPVC pipes and fittings Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings Soil, waste and vent pipes and fittings shall be solvent weld jounted and finished smooth uPVC pressure pipes and fittings Pipes for water supply shall be of the class stated Pipes of 40mm diameter and smaller shall be plain ended with solvent welded UPVC loose socket and spigots with push-in type integral rubber ring joints. Bens shall be uPVC and all other fittings shall be cast iron, all in similar push-in type joints with solvent welded uPVC loose socket fittings Exposed concrete surfaces Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye market slabs, xxxxxx tops, cleaning eye tops, catch pits, inspection xxxxxxxx, etc. shall be finished smmoth with plaster Excavations No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling "Soft rock" and "Hard rock" shall be as defined in "Earthworks" Carried Forward CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd Quantity Rate R R Amount Item No 1 Xxxxxx Soil poisoning Trimex-S weedkiller mixed 30g/I water and applied at a t Forward Quantity Rate R R Amount rate of 1 litre/10m2 under road, parking, walkway paving and wall structures m² 1 100 2 Precast concrete block road surfacing Paving is to be laid in accordance with SABS 1200 MJ, SABS 10 the Concrete Masonry Association's specification Paving is to be in herringbone pattern on 25mm (thickness after final compaction clean river sand (preparation of ground or filling elsewhere) clean sand in to be swept into joints between roadstones PAVING Compaction of ground surface under paving, including 58 and laid ) scarifying for a depth of 150mm, breaking down oversize material, adding suitable material as necessary, level and compacting to 90% Mod AASHTO density m² 1 250 3 Paving of 60mm thick double zig-zag (shape S-A) 30 MPa precast concrete interlocking blocks laid to falls with butt joints on 20mm thick river sand bed with sand- and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 750 4 Fair circular cutting m 250 5 Paving of 50mm thick bevel bond (Xxxxx Xxxx) blocks laid to falls with butt joints on 20mm thick river sand bed with sand-and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 500 6 Fair circular cutting m 175 Carried Forward to Summary CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd City of Johannesburg property Company SOC Ltd (JPC) Refurbishment of the Xxxxxx Xxxxxx Square of Dedications Bill No CIVIL ENGINEERING SERVICES SECTION SUMMARY P&G Plumbing and Drainage (Stormwater) External Works Sub-Total Contingencies Sub-Total VAT Carried to BOQ Final Summary (Incl. VAT) Page No 3 12 10% 15% R

Carried to Final Summary. R Section No.1 No. 1 PRELIMINARIES AND GENERAL Xxxx XxBill No. 1 Preliminaries Prepared By Inveslot (Pty) Ltd TECHVOLUTION ENGINEERS Item R R Item No 2/1/1 2/1/2 2/1/3 2/1/4 2/1/5 SECTION NO. 2 BILL NO. 1 CIVIL ENGINEERING WORKS XXXX Xx.2 PLUMBING AND DRAINAGE ALTERATIONS TEMPORARY BARRIERS, SCREENS, ETC Temporary barriers, screens, etc including removal Dust screen 2,1mm high between concrete floor and ceiling formed of suitable timber framing with micron polyethylene sheeting stapled on including corners, ends, etc m REMOVAL OF EXISTING WORK Taking down and removing roofs, floors, panelling, ceilings, partitions, etc Clay tiles roof covering and timber purlins (STORMWATERsloping) PREAMBLES: m2 Fibre cement roof covering and timber purlins (For preambles refer to "Specification of Materials flat) m2 Gypsum plasterboard ceilings including cornices, timber brandering, etc m2 Taking up and Methods to b used" PW 371) NOTES: Unless otherwise stated all items in this bill shall be deemed to fall Work Group removing vinyl floor coverings, carpeting, etc Vinyl tile floor covering including preparing screed for new vinyl floor covering m2 Carried Forward Section No. 148 for Xxxxxxx Formula purposes STORMWATER Install 200dia HDPE pipes for stormwater from the monument e into 2 BUILDERS WORK - ROOF REPAIRS AND REPLACEME Bill No. 1 Alterations TECHVOLUTION ENGINEERS Quantity 10 902 312 1,059 Rate R Amount with trenchless technologies 2/1/6 2/1/7 2/1/8 2/1/9 2/1/10 Brought Forward Carefully remove and later re-install in same positions Roof air vents including pipe m 70 2 Install 300 x 300mm square dish grate & frame 9.2KG CI or similar approved grid inlets complete connected support structures and other accessories No PREPARATORY WORK TO EXISTING SURFACES Scrapping off existing paintwork and making good internal plaster to receive new Stormwater pipe paint m2 ALLOWANCES Repairing Existing Roof Structure Allow R40,000 (Forty Thousand Rand) for the inspection, documenting and MH No 4 3 200mm dia. Cleaning eyes No 2 4 Connect into repair of the existing 450 dia Stormwater pipe No 2 Carried Forward to S ummary CIVIL ENGINEERING WORKS Bill roof structure Removal and re-installation of roof accessories Allow R12,500 (Twelve Thousand Five Hundred Rand)for the careful removal and re-installation of all roof accessories (except the roof air vents 12 in No. 2 Plumbing & drainage elsewhere measured) in line with manufacturer's recommendations Repairing/Upgrading Electrical Installations Allow R300,000 (StormwaterThree Hundred Thousand Rand) Prepared By Investlot (Pty) Ltd Item No CIVIL ENGINEERING WORKS BILL No.3 EXTERNAL WORKS PREAMBLES Tenderers are referred to the relevant clauses in the Model Preambles for Trades (Latest Edition) as published by the Association of South African Quantity Surveyors and to the Supplementary Preambles which are incorporated in these Bills of Quantities before pricing this schedule SUPPLEMENTARY PREAMBLES Descriptions For full descriptions and supplementary preambles applicable to this sectionelectrical investigation, see also previous bills Nature of ground A soil investigation will be carried out on site by the engineer, and the report will be annexed to these bills of quantities. Descriptions of all excavations shall be deemed to include all ground conditions classified as earth described in the annexed report and where conditions of a more difficult character are indicated these are separately measured Carting away of excavated material Description of carting away of excavated material shall deemed to include loading of excavated material onto trucks directly from the excavations, or alternatively, from stock piles situated on the building site Carried Forward CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd Quantity Rate R Amount Item No Brought Forward Concrete pipes Pipes shall be jointed with ogee joints with rubber collars or socket and spigot joints with rubber rings uPVC pipes and fittings Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings Soil, waste and vent pipes and fittings shall be solvent weld jounted and finished smooth uPVC pressure pipes and fittings Pipes checking for water supply shall be compliance of the class stated Pipes entire building, upgrades, repairs, re-wiring, insulation of 40mm diameter roof electrical components and smaller shall be plain ended with solvent welded UPVC loose socket and spigots with push-in type integral rubber ring joints. Bens shall be uPVC and all other fittings shall be cast iron, all in similar push-in type joints with solvent welded uPVC loose socket fittings Exposed concrete surfaces Exposed surfaces issuance of concrete stormwater channels, cover slabs, inspection eye market slabs, xxxxxx tops, cleaning eye tops, catch pits, inspection xxxxxxxx, etc. shall be finished smmoth with plaster Excavations No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling "Soft rock" and "Hard rock" shall be as defined in "Earthworks" Carried Forward CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd Quantity Rate R R Amount Item No 1 Xxxxxx Soil poisoning Trimex-S weedkiller mixed 30g/I water and applied at a t Forward Quantity Rate R R Amount rate an Electrical Certificate of 1 litre/10m2 under road, parking, walkway paving and wall structures m² 1 100 2 Precast concrete block road surfacing Paving is to be laid in accordance with SABS 1200 MJ, SABS 10 the Concrete Masonry Association's specification Paving is to be in herringbone pattern on 25mm (thickness after final compaction clean river sand (preparation of ground or filling elsewhere) clean sand in to be swept into joints between roadstones PAVING Compaction of ground surface under paving, including 58 and laid ) scarifying for a depth of 150mm, breaking down oversize material, adding suitable material as necessary, level and compacting to 90% Mod AASHTO density m² 1 250 3 Paving of 60mm thick double zig-zag (shape S-A) 30 MPa precast concrete interlocking blocks laid to falls with butt joints on 20mm thick river sand bed with sand- and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 750 4 Fair circular cutting m 250 5 Paving of 50mm thick bevel bond (Xxxxx Xxxx) blocks laid to falls with butt joints on 20mm thick river sand bed with sand-and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 500 6 Fair circular cutting m 175 Compliance Carried Forward to Summary CIVIL ENGINEERING WORKS of Section No. 2 Section No. 2 BUILDERS WORK - ROOF REPAIRS AND REPLACEME Bill No. 3 External Works Prepared By Investlot (Pty) Ltd City of Johannesburg property Company SOC Ltd (JPC) Refurbishment of the Xxxxxx Xxxxxx Square of Dedications Bill No CIVIL ENGINEERING SERVICES SECTION SUMMARY P&G Plumbing and Drainage (Stormwater) External Works Sub-Total Contingencies Sub-Total VAT Carried to BOQ Final Summary (Incl. VAT) Page No 3 1 Alterations TECHVOLUTION ENGINEERS 12 10% 15% 354 R SUM SUM SUM R

Carried to Final Summary. R Section No.1 PRELIMINARIES AND GENERAL Xxxx XxNo.1 PRELIMINARIES ITEM NO DESCRIPTION UNIT QUANTITY RATE SECTION NO.2 GUARDHOUSE XXXX NO. 1 Preliminaries Prepared By Inveslot EARTHWORKS SUPPLEMENTARY PREAMBLES Where the abbreviation "PC" is shown at the end of a description, the tenderer shall take note of the Prime Cost amount included for the specific item under the list of Prime Cost items included at the back of the Preamble to the Xxxx of Quantities Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock". Carting away of excavated material 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 Filling Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for fillling and backfilling shall include for all selection and any multiple handling of material SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 60 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 60 EXCAVATION, FILLING, ETC Excavation in earth 3 Trenches and holes m3 8 4 For slab thickening m3 32 Extra over trench and hole excavations in earth for excavation in 5 Soft rock m3 4 6 Hard rock m3 4 Extra over all excavations for carting away 7 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 35 Risk of collapse of excavations 9 Keeping excavations free of all water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 95% Mod AASHTO density 10 Backfilling to trenches, holes, etc m3 15 11 Under floors, steps, pavings, etc m3 8 Earth filling supplied by the contractor compacted to 95% Mod AASHTO density 12 Under floors, steps, pavings, etc m3 14 Coarse river sand filling supplied by the contractor 13 Under floors etc m3 8 Prescribed density tests on filling 14 "Modified AASHTO Density" test No 4 SOIL POISONING Soil insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 18 16 To bottoms and sides of trenches etc m2 24 ITEM NO DESCRIPTION UNIT QUANTITY RATE XXXX NO. 2 CONCRETE, FORMWORK AND REINFORCEMENT (PtyPROVISIONAL) Ltd Item No 1 CIVIL ENGINEERING WORKS XXXX Xx.2 PLUMBING AND DRAINAGE (STORMWATER) PREAMBLES: (PREAMBLES For preambles refer to "Specification of Materials and Methods to b be used" ", PW 371) NOTES: Unless otherwise stated all 371 SUPPLEMENTARY PREAMBLES Proprietary items in this bill or materials Proprietary items or materials where specified are to be of the brand specified - or other approved - by the Architect Cost of tests The costs of making, storing and testing of concrete test cubes as required shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submittting reports on the tests to the architect. The testing shall be deemed undertaken by an independent firm or institution nominated by the contractor to fall Work Group Nothe approval of the architect. 148 (Test cubes are measured separately) CONCRETE FOUNDATIONS UNREINFORCED CONCRETE 15MPa/19mm concrete cast against excavated surfaces 17 Blinding layer m3 20 18 Concrete apron cast in 2m lengths to slope away from building with soft board joints m3 40 REINFORCED CONCRETE 25MPa/19mm concrete cast against excavated surfaces 19 Strip footings m3 40 20 Concrete thickening m3 40 Test cubes: 21 Prepare set of three 150 x 150 x 150mm concrete strength test cubes, label and send to an approved laboratory for Xxxxxxx Formula purposes STORMWATER Install 200dia HDPE pipes for stormwater from testing, pay all charges and submit report to the monument e into Quantity Rate R Amount Client Representative. Only successful tests will be paid for. No 6 REINFORCED CONCRETE 30MPa/19mm concrete 22 In surface beds m3 21 Sundries: 23 Finish top surface of concrete slabs, etc. to a smooth and even wood floated surface including additional dry sand/cement mixture added as necessary whilst the concrete is still wet m2 4 REINFORCEMENT Mild steel reinforcement to structural concrete work 24 8mm Diameter bars t 0,1 High tensile steel reinforcement to structural concrete work 25 12mm Diameter bars t 0,2 Mesh reinforcement: 26 Mesh reinforcement with trenchless technologies including pipe m 70 2 Install 300 x mesh reference number 193 laid in surface beds with 300mm square dish grate & frame 9.2KG CI or similar approved grid inlets complete connected to new Stormwater pipe wide side and MH No 4 end laps (measured net) m2 33 ITEM NO DESCRIPTION UNIT QUANTITY RATE SECTION NO.2 GATEHOUSE BILL NO. 3 200mm dia. Cleaning eyes No 2 4 Connect into existing 450 dia Stormwater pipe No 2 Carried Forward to S ummary CIVIL ENGINEERING WORKS Bill No. 2 Plumbing & drainage (Stormwater) Prepared By Investlot (Pty) Ltd Item No CIVIL ENGINEERING WORKS BILL No.3 EXTERNAL WORKS MASONRY SUPPLEMENTARY PREAMBLES Tenderers are referred Where the abbreviation "PC" is shown at the end of a description, the tenderer shall take note of the Prime Cost amount included for the specific item under the list of Prime Cost items included at the back of the Preamble to the relevant clauses in Xxxx of Quantities Proprietary items or materials Proprietary items or materials where specified are to be of the Model Preambles for Trades (Latest Edition) as published brand specified - or other approved - by the Association Employer's Agent Mortar mixing All mortar to be mixed by manual operations BRICKWORK IN FOUNDATIONS Brickwork of South African Quantity Surveyors NFP bricks in class II mortar 27 Half-brick walls m2 2 28 One brick walls m2 12 BRICKWORK SUNDRIES Brickwork reinforcement 29 75mm Wide reinforcement built in horizontally m 20 30 150mm Wide reinforcement built in horizontally m 120 FACE BRICKWORK Face bricks (Purchase price of R5 500,00/1000 delivered to site excluding VAT) pointed with recessed horizontal and vertical joints 31 Extra over brickwork for face brickwork m2 5 SUPERSTRUCTURE Brickwork of NFX bricks (14 Mpa) nominal compressive strength in class II mortar 33 Half brick walls in beamfilling m2 3 34 One brick wall m2 42 35 One brick wall circular on plan m2 16 36 One brick wall in gables m2 4 FACE BRICKWORK 37 Extra over ordinary brickwork for facings and pointing in stretcher bond m2 20 38 Extra over brickwork for brick-on-edge header course lintel pointed on face and 115mm soffit m 3 BRICKWORK SUNDRIES Brickwork reinforcement 39 75mm Wide reinforcement built in horizontally m 19 40 150mm Wide reinforcement built in horizontally m 182 Brick on edge, etc 41 Extra over brickwork for 180mm wide sill set sloping and slightly projecting pointed on all exposed faces m 3 LINTELS ETC, Prestressed concrete fabricated lintels 42 110 x 75mm Standard precast concrete lintels to openings in brickwork exceeding 600mm in width m 14 SUNDRIES Turning pieces 43 One brick wall turning piece to lintels,etc m 3 Galvanised hoop iron cramps,ties,etc ITEM NO DESCRIPTION UNIT QUANTITY RATE SECTION NO.2 GATEHOUSE BILL NO. 4 WATERPROOFING SUPPLEMENTARY PREAMBLES Where the abbreviation "PC" is shown at the end of a description, the tenderer shall take note of the Prime Cost amount included for the specific item under the list of Prime Cost items included at the back of the Preamble to the Supplementary Preambles which are incorporated in these Bills Xxxx of Quantities before pricing this schedule Proprietary items or materials Proprietary items or materials where specified are to be of the brand specified - or other approved - by the Employer's Agent DAMP- PROOFING TO WALLS One layer of 375 micron embossed damp proof course: 45 In half brick walls m2 6 46 In one brick walls. m2 25 47 Stepped under window xxxxx m2 40 One layer of 250 micron "Consol Plastics Gunplas USB Green" waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape" 48 Under surface beds m2 12 ITEM NO DESCRIPTION UNIT QUANTITY RATE SECTION XX.0 XXXXXXXXX XXXX XX. 0 XXXX XXXXXXXX ETC SUPPLEMENTARY PREAMBLES Descriptions For full descriptions and supplementary preambles applicable Where the abbreviation "PC" is shown at the end of a description, the tenderer shall take note of the Prime Cost amount included for the specific item under the list of Prime Cost items included at the back of the Preamble to this section, see also previous bills Nature the Xxxx of ground A soil investigation will be carried out on site by the engineer, and the report will be annexed to these bills of quantities. Quantities Straight cutting Descriptions of all excavations shall be roof coverings are deemed to include for all ground conditions classified straight cutting PROFILED METAL SHEETING AND ACCESSORIES Where roof coverings are fixed on top of rigid board insulation to purlins etc, descriptions of roof coverings shall include thereof Note that sheeting is also available in corten steel, stainless steel, copper and aluminium Chromdek code 2200 Factory coated IBR 686 profile roof sheeting accordane to SANS. 75x50mm Mild steel lip-channel purlins at 950mm spacing with undercoat primer and two coats of enamel paint. 150x 75x6mm Mild steel structure as earth described in the annexed report per Engineers specifications with undercoat primer and where conditions two coats of a more difficult character are indicated these are separately measured Carting away of excavated material Description of carting away of excavated material shall deemed to include loading of excavated material onto trucks directly from the excavations, or alternatively, from stock piles situated on the building site Carried Forward CIVIL ENGINEERING WORKS Bill Noenamel paint. 3 External Works Prepared By Investlot (Pty) Ltd Quantity Rate R Amount Item No Brought Forward Concrete pipes Pipes shall be jointed 49 Roof coverings with ogee joints with rubber collars or socket and spigot joints with rubber rings uPVC pipes and fittings Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings Soil, waste and vent pipes and fittings shall be solvent weld jounted and finished smooth uPVC pressure pipes and fittings Pipes for water supply shall be of the class stated Pipes of 40pitches not exceeding 25 degrees m2 89 50 Ridge cappings 650mm diameter and smaller shall be plain ended with solvent welded UPVC loose socket and spigots with push-in type integral rubber ring joints. Bens shall be uPVC and all other fittings shall be cast iron, all in similar push-in type joints with solvent welded uPVC loose socket fittings Exposed concrete surfaces Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye market slabs, xxxxxx tops, cleaning eye tops, catch pits, inspection xxxxxxxx, etc. shall be finished smmoth with plaster Excavations No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling "Soft rock" and "Hard rock" shall be as defined in "Earthworks" Carried Forward CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd Quantity Rate R R Amount Item No 1 Xxxxxx Soil poisoning Trimex-S weedkiller mixed 30g/I water and applied at a t Forward Quantity Rate R R Amount rate of 1 litre/10m2 under road, parking, walkway paving and wall structures m² 1 100 2 Precast concrete block road surfacing Paving is to be laid in accordance with SABS 1200 MJ, SABS 10 the Concrete Masonry Association's specification Paving is to be in herringbone pattern on 25mm (thickness after final compaction clean river sand (preparation of ground or filling elsewhere) clean sand in to be swept into joints between roadstones PAVING Compaction of ground surface under paving, including 58 and laid ) scarifying for a depth of 150mm, breaking down oversize material, adding suitable material as necessary, level and compacting to 90% Mod AASHTO density m² 1 250 3 Paving of 60mm thick double zig-zag (shape S-A) 30 MPa precast concrete interlocking blocks laid to falls with butt joints on 20mm thick river sand bed with sand- and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 750 4 Fair circular cutting girth m 250 5 Paving of 50mm thick bevel bond (Xxxxx Xxxx) blocks laid to falls with butt joints on 20mm thick river sand bed with sand-and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 500 6 Fair circular cutting m 175 Carried Forward to Summary CIVIL ENGINEERING WORKS Bill No. 3 External Works Prepared By Investlot (Pty) Ltd City of Johannesburg property Company SOC Ltd (JPC) Refurbishment of the Xxxxxx Xxxxxx Square of Dedications Bill No CIVIL ENGINEERING SERVICES SECTION SUMMARY P&G Plumbing and Drainage (Stormwater) External Works Sub-Total Contingencies Sub-Total VAT Carried to BOQ Final Summary (Incl. VAT) Page No 3 12 10% 15% R21

Carried to Final Summary. R Section No.1 SECTION NO. 1 BILL NO. 1 PRELIMINARIES AND GENERAL Xxxx Xx. 1 Preliminaries Prepared By Inveslot (Pty) Ltd X X Item No 1 CIVIL ENGINEERING WORKS XXXX Xx.2 PLUMBING AND DRAINAGE (STORMWATER) PREAMBLES2 SECTION NO 2: (BUILDERS WORK BILL NO 3 MASONRY PREAMBLES For preambles refer to see "Specification General Preambles for Trades" 2017 edition SUPPLEMENTARY PREAMBLES BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of Materials a brick Bagged and Methods to b usedsealed walls Walls in two skins described as "bagged and sealed" PW 371) NOTES: Unless otherwise stated all items in this bill shall be deemed to fall Work Group include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats bitumen emulsion waterproofing coating SUPERSTRUCTURE Brickwork of NFX (Non-Face Extra – Clay Stock Brick) bricks in class II mortar. One brick walls m2 BRICKWORK SUNDRIES Brickwork reinforcement 150mm Wide reinforcement built in horizontally m Carried Forward to Summary of Section No. 148 2 SECTION NO. 2 BILL NO. 3 MASONRY Quantity 16 62 Rate R Amount Item No 1 SECTION NO 2: BUILDERS WORK BILL NO 4 WATERPROOFING PREAMBLES For preambles see "General Preambles for Xxxxxxx Formula purposes STORMWATER Install 200dia HDPE pipes Trades" 2017 edition SUPPLEMENTARY PREAMBLES Waterproofing Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee. Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn- downs WATERPROOFING TO WALLS, ETC Apply one coats "Plascon Dampseal" to walls. On walls m2 Carried Forward to Summary of Section No. 2 SECTION NO. 2 BILL NO. 4 WATERPROOFING Quantity 42 Rate R Amount Item No 1 2 SECTION NO 2: BUILDERS WORK BILL NO 5 ROOF COVERINGS ETC PREAMBLES For preambles see "General Preambles for stormwater from the monument e into Trades" 2017 edition SUPPLEMENTARY PREAMBLES Straight cutting Descriptions of all roof coverings are deemed to include for all straight cutting PROFILED METAL SHEETING AND ACCESSORIES "Omega" standard profile palram suntuf plus or equal and approved polycarbonate roof sheeting installed as per manufacturer's specification Roof covering not exceeding 25 degrees (Measured flat on plan) m2 EAVES , VERGES ,ETC Medium density plain fibre-cement fascia boards 225 x 12mm Fascias and Barge boards m Carried Forward to Summary of Section No. 2 SECTION NO. 2 BILL NO. 5 ROOF COVERINGS, CLADDING,ETC. Quantity 42 45 Rate R Amount Item No SECTION NO 2: BUILDERS WORK BILL NO 6 CARPENTRY AND JOINERY PREAMBLES For preambles see "General Preambles for Trades" 2017 edition SUPPLEMENTARY PREAMBLES Fixing Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete. All fixings to be HDG Joinery Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes Decorative thermosetting plastic laminate covering Laminate covering shall be glued under pressure and edge strips of same shall be butt jointed at junctions with adjacent similar finish Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc. Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes. Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete. Laminate finish shall be glued under pressure. Edge strips shall be butt jointed at junctions with adjacent similar finish ROOFS ETC Plate nailed timber roof truss construction The following is applicable in respect of roof trusses: Carried Forward SECTION NO. 2 BILL NO. 6 CARPENTRY AND JOINERY Quantity Rate R Amount with trenchless technologies including pipe m 70 2 Install 300 x 300mm square dish grate & frame 9.2KG CI or similar approved grid inlets complete connected to new Stormwater pipe and MH No 4 3 1 Brought Forward Trusses are at maximum 200mm dia. Cleaning eyes No 2 4 Connect into existing 450 dia Stormwater pipe No 2 Carried Forward to S ummary CIVIL ENGINEERING WORKS Bill No. 2 Plumbing & drainage (Stormwater) Prepared By Investlot (Pty) Ltd Item No CIVIL ENGINEERING WORKS BILL No.3 EXTERNAL WORKS PREAMBLES Tenderers centres Roof covering is fixed on battens The references given in the descriptions are referred to the relevant clauses in respective types of trusses detailed on the Model Preambles for Trades (Latest Edition) as published by the Association of South African Quantity Surveyors and to the Supplementary Preambles which are incorporated in these Bills of Quantities before pricing this schedule SUPPLEMENTARY PREAMBLES Descriptions For full descriptions and supplementary preambles applicable to this section, see also previous bills Nature of ground A soil investigation will be carried out on site by the engineer, and the report will be architect's drawings annexed to these bills of quantities/accompanying these bills of quantities for tender purposes The dimensions in the descriptions of the trusses are nominal and actual measurements are to be obtained from the architect and/or the site before design or fabrication commences Sawn softwood Roof construction to monopitched roof with maximum span of 4754mm wide, 8600mm long, overall including wall plates, trusses, jack rafters, permanent bracing and battens at centres for roof covering. Carried Forward to Summary of Section No. 2 SECTION NO. 2 BILL NO. 6 CARPENTRY AND JOINERY Item R R Item No SECTION NO 2: BUILDERS WORK BILL NO 7 METALWORK PREAMBLES For preambles see "General Preambles for Trades" 2017 edition SUPPLEMENTARY PREAMBLES Descriptions of all excavations bolts, anchors, etc Descriptions of bolts shall be deemed to include all ground conditions classified as earth described in the annexed report nuts and where conditions washers Descriptions of a more difficult character are indicated these are separately measured Carting away of excavated material Description of carting away of excavated material expansion anchors and bolts and chemical anchors and bolts shall be deemed to include loading of excavated material onto trucks directly from nuts, washers and mortices in brickwork or concrete Items described as "holed for bolt(s)" shall be deemed to exclude the excavationsbolts unless otherwise described Items described as "plugged" shall be deemed to include screwing to fibre, plastic or alternativelymetal plugs at not exceeding 600mm centres Aluminium doors, from stock piles situated windows, etc Doors and windows shall comply with AAAMSA design criteria Glazing shall comply with SAGGA regulations. Glass shall be laminated performance glass as shown on the building site window schedules/drawings appended to these bills of quantities. Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed Carried Forward CIVIL ENGINEERING WORKS Bill NoSECTION NO. 3 External Works Prepared By Investlot (Pty) Ltd 2 BILL NO. 7 METALWORK Quantity Rate R Amount 1 2 3 4 Brought Forward The following certificates shall be provided prior to commencement of site work: 1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively 3 A powder guarantee of not less than 15 years issued by the powder manufacturer. The specific conditions contained in this guarantee shall form part of the powder coating process 4. A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137 and SANS 10400 Part N, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5. A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years ALUMINIUM WINDOWS, DOORS, ETC Powdercoated xxxx xxxxx aluminium (APN 39006) single casement side hung window and frame with 6.38mm clear laminated safety glass to panels including necessary ironmongery. All as per manufacturer's specifications and architects approval (AW1) 460 x 1095mm high window No (AW2) 960 x 1170mm high window No (AW3) 640 x 1225mm high window No (AD1) 1350 x 2032mm high double door No Carried Forward to Summary of Section No. 2 SECTION NO. 2 BILL NO. 7 METALWORK 24 2 3 1 R R Item No Brought Forward Concrete pipes Pipes SECTION NO 2: BUILDERS WORK BILL NO 8 PLASTERING PREAMBLES For preambles see "General Preambles for Trades" 2017 edition Granolithic Method The method to be used shall be jointed with ogee joints with rubber collars either the monolithic method or socket and spigot joints with rubber rings uPVC pipes and fittings Sewer and drainage pipes and fittings the bonded method Preparation For granolithic applied monolithically, the concrete floor shall be jointed swept clean after bleeding of the concrete has ceased and sealed with butyl rubber rings Soil, waste and vent pipes and fittings the slab has begun to stiffen; any remaining bleed water shall be solvent weld jounted removed and finished smooth uPVC pressure pipes and fittings Pipes for water supply the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be of the class stated Pipes of 40mm diameter and smaller shall be plain ended with solvent welded UPVC loose socket and spigots with push-in type integral rubber ring joints. Bens shall be uPVC and hacked (preferably by mechanical means) until all other fittings shall be cast ironlaitance, all in similar push-in type joints with solvent welded uPVC loose socket fittings Exposed concrete surfaces Exposed surfaces of concrete stormwater channelsdirt, cover slabs, inspection eye market slabs, xxxxxx tops, cleaning eye tops, catch pits, inspection xxxxxxxxoil, etc. is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic Mix Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 5mm, the size of the coarse aggregate shall be finished smmoth increased to the maximum size compatible with plaster Excavations No claim for rock excavation will be entertained unless the contractor has timeously notified thickness of the quantity surveyor thereof prior to backfilling "Soft rock" and "Hard rock" shall be as defined in "Earthworks" granolithic Carried Forward CIVIL ENGINEERING WORKS Bill NoSECTION NO. 3 External Works Prepared By Investlot (Pty) Ltd 2 BILL NO. 8 PLASTERING Quantity Rate R R Amount Item No 1 Xxxxxx Soil poisoning Trimex-S weedkiller mixed 30g/I water and applied at a t Brought Forward Quantity Rate R R Amount rate of 1 litre/10m2 under road, parking, walkway paving and wall structures m² 1 100 2 Precast concrete block road surfacing Paving is to Panels Granolithic shall be laid in accordance with SABS 1200 MJpanels not exceeding 14m² for monolithic finishes, SABS 10 not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolith. Wherever possible, panels shall be square but at no time should the Concrete Masonry Association's specification Paving is to be in herringbone pattern on 25mm (thickness after final compaction clean river sand (preparation length of ground or filling elsewhere) clean sand in to be swept into the panel exceed 1,5 times its width Where possible joints between roadstones PAVING Compaction panels shall be positioned over joints in the floor slab and shall be at least 3mm wide through the full thickness of ground surface under pavingthe finish, including 58 separated by strips of wood or fibreboard and laid ) scarifying for finished with V-joints Laying Monolithic granolith shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels Bonded granolith shall be applied to the slab after applying a depth of 150mm, breaking down oversize material, adding suitable material as necessary, level and compacting to 90% Mod AASHTO density m² 1 250 3 Paving of 60mm thick double zig-zag (shape S-A) 30 MPa precast concrete interlocking blocks laid to falls with butt joints on 20mm thick river sand bed with sand- and-cement mixture swept into joints and hosed down, including preparation of ground or filling m² 750 4 Fair circular cutting m 250 5 Paving of 50mm thick bevel bond (Xxxxx Xxxx) blocks laid to falls with butt joints on 20mm thick river sand bed with 1:1 sand-and-cement mixture swept slurry brushed over the surface and allowed to partially set before applying the granolith. The granolith shall be thoroughly compacted and lightly wood floated to the required levels After wood floating, the monolithic and bonded granolith shall remain undisturbed until bleeding has ceased and the surface has stiffened. Any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated Curing, seasoning and protection Granolith shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying Colour Coloured granolith shall be tinted with an approved colouring pigment mixed into joints a true and hosed downeven colour SCREEDS 1:4 Cement plaster screeds steel trowelled, including preparation of ground or filling m² 500 6 Fair circular cutting m 175 on concrete Average 30mm thick on floors with upper surface to falls m2 Carried Forward to Summary CIVIL ENGINEERING WORKS Bill of Section No. 2 SECTION NO. 2 BILL NO. 8 PLASTERING 30 R R Item No SECTION NO 2: BUILDERS WORK BILL NO 10 PAINTWORK PREAMBLES For preambles see "General Preambles for Trades" 2017 edition SUPPLEMENTARY PREAMBLES Preparatory work to existing work Previously painted plastered surfaces Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed and cracks shall be opened, filled with a suitable filler and finished smooth Previously painted metal surfaces Surfaces shall be thoroughly rubbed and cleaned down. Blistered or peeling paint shall be completely removed down to bare metal Previously painted wood surfaces Surfaces shall be thoroughly cleaned down. Blistered or peeling paint shall be completely removed and cracks and crevices shall be primed, filled with suitable filler and finished smooth PAINT SPECIFICATIONS All painting shall be done in accordance with "Plascon" specifications unless otherwise described COLOURS Unless otherwise described paintwork on ceilings shall be deemed to be in the "White" colour group and paintwork on all other components shall be deemed to be in the "Pastel" colour group in accordance with the Natural Colour System (NCS) adopted by the SA National Standards Carried Forward SECTION NO. 2 BILL NO. 10 PAINTWORK Quantity Rate R Amount 1 2 3 External Works Prepared By Investlot 4 5 6 Brought Forward ON EXISTING WORK ON EXTERNAL FLOATED PLASTER SURFACES Two coats smooth/water based Plascon professional superior low sheen (PtyPEM1000/TLS) Ltd City Walls m2 ON INTERNAL FLOATED PLASTER SURFACES Two coats smooth/water based Plascon professional superior low sheen (PEM1000/TLS) Walls m2 ON WOOD SURFACES One coat Plascon timber primer UC2 and finish with one coat smooth/solvent based professional brilliant white gloss enamel PSB10000 Partitions m2 Doors m2 Apply one coat timber treatment to exposed rafters and one coat Plascon timber primer UC2 and finish with one coat smooth/solvent based professional brilliant white gloss enamel PSB10000 Exposed roof trusses m2 ON NEW WORK ON FIBRE-CEMENT BOARD SURFACES One coat prime universal undercoat and finish with Plascon professional superior low sheen (PEM1000/TLS) 225 x 10mm Fascia and Barge boards m Carried Forward to Summary of Johannesburg property Company SOC Ltd (JPC) Refurbishment of the Xxxxxx Xxxxxx Square of Dedications Bill No CIVIL ENGINEERING SERVICES Section No. 2 SECTION SUMMARY P&G Plumbing and Drainage (Stormwater) External Works Sub-Total Contingencies Sub-Total VAT Carried to BOQ Final Summary (InclNO. VAT) Page No 3 12 10% 15% 2 BILL NO. 10 PAINTWORK 77 93 19 21 42 45 R R