Common use of Carried Forward R Clause in Contracts

Carried Forward R. Brought Forward R It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants in implementing proper cost management. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors Occupational Health and Safety Specification 108 F:............................. V:............................ T:............................ Item 1 Any Principal Contractor entering into a contract with The Developer must achieve an acceptable level of Occopational Health and Safety performance. Refer to "Project Specification" and "Safety, Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions of the above and to be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² Carried Forward 134 7 4 8 50 9 94 R Brought Forward R Keeping excavations free of water. 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Carried Forward to Summary of Section No.2 R BILL NO.3

Carried Forward R. Section No. 2 Bill No. 13 Tiling Bespoke Global Efficacy Ramgoolam (Pty) Ltd Amount Brought Forward R It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants in implementing proper cost management. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors Occupational Health and Safety Specification 108 F:............................. V:............................ T:............................ Item 1 Any Principal Contractor entering into a contract with The Developer must achieve an acceptable level of Occopational Health and Safety performance. Refer to "Project Specification" and "Safety, Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions of the above and to be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200Skirting 70mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2high m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² Carried Forward 134 7 4 8 50 9 94 R Brought Forward R Keeping excavations free of water. 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 28 Carried Forward to Summary of Section No.2 No. 2 R Section No. 2 Bill No. 13 Tiling Bespoke Global Efficacy Ramgoolam (Pty) Ltd Item No BILL NO.3NO. 14 Quantity Rate Amount PLUMBING AND DRAINAGE (PROVISIONAL) PREAMBLES For Preambles refer to the General Preambles for Trades 2017 and any amplification/s stated hereunder SUPPLEMENTARY PREAMBLES The SUPPLEMENTARY PREAMBLES applicable to the same trade in the preceding Sections, apply equally to this BILL This Bill of Quantities must be read in conjunction with the attached specifications and details (CPAP WORK GROUP NO. 148) unless otherwise stated RAINWATER DISPOSAL 0,6mm Chromadek seamless gutters and rainwater pipes 1 155 x 100 x 115mm Aluminium ogee roof gutters with baked enamel finish fixed with concealed brackets m 17 2 Extra over gutter for stopped end No 4 3 Extra over gutter for outlet for 100 x 75mm pipe No 4 4 100 x 75mm Fluted aluminium rainwater downpipes with baked enamel finish fixed as per supplier's detail m 11 5 Extra over rainwater pipe for xxxxx offset 900mm projection No 4 Carried Forward R Section No. 2 Bill No. 14 Plumbing and drainage (Provisional) Bespoke Global Efficacy Ramgoolam (Pty) Ltd Brought Forward R 6 Extra over rainwater pipe for shoe No 4 FIRE APPLIANCES ETC

Carried Forward R. Brought Forward R The contractor shall comply with all the requirements set out in the Construction Regulations, 2003 issued under the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) It is specifically agreed that required of the contractor accepts to thoroughly study the obligation Health and Safety Specification that must be read together with and is deemed to be incorporated under this Section of assisting the professional consultants in implementing proper cost managementbills of quantities / lump sum document. The contractor will be advised by must take note that compliance with the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is compulsory. In the event of partial or total non- compliance, the principal agent agent, notwithstanding the provisions of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available clause A31.0 of Section A or any other clause to the contractor all budgetary allowances and cost assessments/reports contrary, reserves the right to enable the proper procedures to be implemented and delay issuing any progress payment certificate until the contractor will attend all cost plan review and cost management meetingsprovides satisfactory proof of compliance. The contractor undertakes shall not be entitled to extend any compensation of whatsoever nature, including interest, due to such delay of payment. Provision for pricing of the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is made under this clause, as well as the clauses that follow hereafter and it is explicitly pointed out that all requirements of the aforementioned are deemed to be priced under these procedures clauses and no additional claims in this regard shall be entertained. The contractor shall also comply with the additional requirements with regard to the Coronavirus pandemic in terms of all subcontractors Covid-19 legislation, regulations and guidelines. It is explicitly pointed out that all requirements of the aforementioned are deemed to be priced under this clause and the specific related clauses hereafter and no additional claims in this regard shall be entertained. Carried Forward R Brought Forward R 109 Occupational Health and Safety Specification 108 F:............................. ........................ V:............................ ........................ T:............................ ........................ Item 1 Any Principal Contractor entering into a contract Preparation of contractor’s site specific health and safety plan, including compliance with The Developer must achieve an acceptable level of Occopational Covid-19 legislation, regulations and guidelines 110 Occupational Health and Safety performance. Refer to "Project Specification" and "Safety, Specification F:........................ V:........................ T:........................ Item Principal contractor’s initial obligations in respect of the Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions Safety Act, Construction Regulations and Covid-19 regulations, etc 111 Occupational Health and Safety Specification F:........................ V:........................ T:........................ Item Principal contractor’s time related obligations in respect of the above Health and to be enforced on all selected Safety Act, Construction Regulations and or other sub-contractorsCovid-19 regulations, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 etc 112 Provision of personal protective equipment (BOYSPPE) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications F:........................ V:........................ T:........................ Item Provision of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer reflective vests 113 Provision of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² hard hats Carried Forward 134 7 4 8 50 9 94 R Brought Forward R Keeping excavations free 114 Provision of water. 10 Keeping excavations free personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of water other than subterranean water protective footwear 115 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted Provision of earplugs 116 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of dust masks 117 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of gloves 118 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of high visibility overalls to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces SARTSM Chapter 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Level 3 Carried Forward to Summary R Brought Forward R 119 Provision of Section No.2 R BILL NO.3personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of SANS approved ear defenders 120 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of face masks (Covid -19) 121 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of face xxxxxxx (Covid -19) 122 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of gloves (Covid -19) 123 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of hand sanitiser (min 70% alchohol), foot press stands and paper towels (Covid -19) 124 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item

Carried Forward R. Brought Forward R It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants in implementing proper cost management1/1/91 Guarantees and maintenance instructions/manuals (Clause C23). The contractor Contractor shall obtain and hand over to the Principal Agent on practical completion, all relevant guarantees and operating and maintenance manuals, as required by the Principal Agent or provided by manufacturers, suppliers or sub contractors. The Contractor shall ensure that all warranties and guarantees are fully ceded to the Employer on works completion, failing which, the issue of the works completion certificate and the release of construction guarantee, will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budgetwithheld until this is satisfactorily completed. The quantity surveyor undertakes guarantees shall state the workmanship, materials and installations are guaranteed for a specified period reckoned from the date of practical completion of the works and that any defects in the workmanship, materials and installation that may arise during that period, shall be made good at the expense of the Contractor/ sub contractors doing the work, upon written notice from the Principal Agent or the Employer to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetingsdo so. F:.......................... V:......................... T:......................... Item 1/1/92 Proprietary branded products (Clause C24). The contractor undertakes to extend these procedures Contractor shall take delivery of, handle, store, use, apply and/or fix all proprietary branded products in regard to all subcontractors Occupational Health and Safety Specification 108 strict accordance with the manufacturer's instructions after consultation with the manufacturers authorised representative. F:............................. .......................... V:............................ ......................... T:............................ ......................... Item Section No. 1 Any Principal Contractor entering into a contract with The Developer must achieve an acceptable level of Occopational Health and Safety performancePRELIMINARIES AND GENERAL Bill No. Refer to "Project Specification" and "Safety, Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions of the above and to be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² Preliminaries & General Mzamasi Solutions Carried Forward 134 7 4 8 50 9 94 R R R Brought Forward R Keeping excavations free of water1/1/93 Warranties for material and workmanship (C25). 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained Where warranties for materials and/or workmanship are called for, the Contractor shall obtain a written warranty, addressed to the Employer, from the excavations firm supplying the materials and/or prescribed stock piles doing the work and shall deliver same to the Principal Agent on site compacted to 93% Mod AASHTO density 11 Under floorsthe final completion of the contract. The warranty shall state that workmanship, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces 13 Compaction of ground surface under floors etc including scarifying materials and installation are warranted for a depth specific period from the date of 150mmfinal completion and that any defects that may arise during the specified period shall be made good at the expense of the firm supplying the materials and/or doing the work, breaking down oversize material, adding suitable material where necessary and compacting upon written notice to 93% Mod AASHTO density m² 46 14 Compaction do so. The warranty will not be enforced if the work is damaged by defects in the construction of ground surface to pits etc including scarifying the building in which case the responsibility for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and rammingreplacement shall rest entirely with the Contractor. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Carried Forward to Summary of Section No.2 R BILL NO.3F:.......................... V:......................... T:......................... Item

Carried Forward R. Brought Forward R The contractor shall comply with all the requirements set out in the Construction Regulations, 2003 issued under the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) It is specifically agreed that required of the contractor accepts to thoroughly study the obligation Health and Safety Specification that must be read together with and is deemed to be incorporated under this Section of assisting the professional consultants in implementing proper cost managementbills of quantities / lump sum document. The contractor will be advised by must take note that compliance with the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is compulsory. In the event of partial or total non- compliance, the principal agent agent, notwithstanding the provisions of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available clause A31.0 of Section A or any other clause to the contractor all budgetary allowances and cost assessments/reports contrary, reserves the right to enable the proper procedures to be implemented and delay issuing any progress payment certificate until the contractor will attend all cost plan review and cost management meetingsprovides satisfactory proof of compliance. The contractor undertakes shall not be entitled to extend any compensation of whatsoever nature, including interest, due to such delay of payment. Provision for pricing of the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is made under this clause, as well as the clauses that follow hereafter and it is explicitly pointed out that all requirements of the aforementioned are deemed to be priced under these procedures clauses and no additional claims in this regard shall be entertained. The contractor shall also comply with the additional requirements with regard to the Coronavirus pandemic in terms of all subcontractors Covid-19 legislation, regulations and guidelines. It is explicitly pointed out that all requirements of the aforementioned are deemed to be priced under this clause and the specific related clauses hereafter and no additional claims in this regard shall be entertained. Carried Forward R Brought Forward R 109 Occupational Health and Safety Specification 108 F:............................. ........................ V:............................ ........................ T:............................ ........................ Item 1 Any Principal Contractor entering into a contract Preparation of contractor’s site specific health and safety plan, including compliance with The Developer must achieve an acceptable level of Occopational Covid-19 legislation, regulations and guidelines 110 Occupational Health and Safety performance. Refer to "Project Specification" and "Safety, Specification F:........................ V:........................ T:........................ Item Principal contractor’s initial obligations in respect of the Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions Safety Act, Construction Regulations and Covid-19 regulations, etc 111 Occupational Health and Safety Specification F:........................ V:........................ T:........................ Item Principal contractor’s time related obligations in respect of the above Health and to be enforced on all selected Safety Act, Construction Regulations and or other sub-contractorsCovid-19 regulations, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 etc 112 Provision of personal protective equipment (BOYSPPE) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications F:........................ V:........................ T:........................ Item Provision of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer reflective vests 113 Provision of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² hard hats Carried Forward 134 7 4 8 50 9 94 R Brought Forward R Keeping excavations free 114 Provision of water. 10 Keeping excavations free personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of water other than subterranean water protective footwear 115 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted Provision of earplugs 116 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of dust masks 117 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of gloves 118 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of high visibility overalls to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces SARTSM Chapter 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Level 3 Carried Forward to Summary R Brought Forward R 119 Provision of Section No.2 personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of SANS approved ear defenders 120 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of face masks (Covid -19) 121 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of face xxxxxxx (Covid -19) 122 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of gloves (Covid -19) 123 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of hand sanitiser (min 70% alchohol), foot press stands and paper towels (Covid -19) 124 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Carried Forward R BILL NO.3Brought Forward R Provision of covered refuse bins and refuse bags and waste (including hazardous) management (Covid -19) 125 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of digital infrared non-contact body thermometer (Covid -19, minimum of two per site entrance) 126 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of perspex screens for office staff (Covid -19, minimum size 600 x 500mm) 127 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of signage, including Covid -19 related signage 128 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item Provision of full time construction health and safety officer (SACPCMP Registered) 129 Provision of personal protective equipment (PPE) F:........................ V:........................ T:........................ Item

Carried Forward R. Bill No. 1 Preliminaries The Council for Geoscience Alterations & Repairs Brought Forward R It is specifically agreed A Overloading The contractor shall take all necessary steps to ensure that no damage occurs due to overloading of any portion of the contractor accepts the obligation of assisting the professional consultants in implementing proper cost managementworks or temporary works eg scaffolding, etc. The contractor will shall submit details of his proposed loading, storage, plant erection, etc to the principal agent for approval prior to proceeding with such loading, storing or erecting and shall comply with and pay for the principal agent's requirements in connection with the provision of temporary support work, etc. Any damage caused to the works by overloading shall be made good by the contractor at his sole expense F:........................ V:.........................T:......................... Item B Propping of floors below The contractor is advised that propping of floors below may be required if he wishes to use any areas of completed suspended reinforced concrete slabs for vehicle access, storage of materials and goods and location of plant, scaffolding, etc. The location of these areas and any necessary propping shall be approved by the principal agent and the cost thereof shall be borne by the contractor F:........................ V:.........................T:......................... Item C Health and safety Without limiting the generality of all cost management procedures which will be implemented to ensure that the final building cost does not exceed provisions of clause 2.0, the budget. The quantity surveyor undertakes to make available contractor's attention is drawn to the contractor all budgetary allowances and cost assessments/reports to enable provisions of the proper procedures to be implemented and Construction Regulations issued in terms of the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors Occupational Health and Safety Specification 108 F:............................. V:............................ T:............................ Item 1 Any Principal Contractor entering into Act, 1993 as amended. It is specifically stated that the employer shall prepare a contract with The Developer must achieve an acceptable level documented health and safety specification for the works and that the employer shall ensure that the contractor has made provision for the cost of Occopational Health health and Safety performancesafety measures during the execution of the works. Refer to "Project Specification" and "Safety, Health and Environmental Evaluation Questionaire" The contractor to comply shall price opposite this item for compliance with all the act and the regulations and the reasonable provisions of the above aforementioned health and to be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² Carried Forward 134 7 4 8 50 9 94 R Brought Forward R Keeping excavations free of water. 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Carried Forward to Summary of Section No.2 R BILL NO.3safety specification [2.1]

Carried Forward R. Brought Forward R It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants in implementing proper cost management. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors Occupational Health and Safety Specification 108 F:............................. V:............................ T:............................ Item 1 Any Principal Contractor entering into a contract with The Developer must achieve an acceptable level of Occopational Health and Safety performance. Refer to "Project Specification" and "Safety, Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions of the above and to be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) M2 ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² Carried Forward 134 65 7 4 1 8 50 18 9 94 36 R Brought Forward R Keeping excavations free of water. 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 8 12 Backfilling to trenches, holes, etc. m³ 8 7 Compaction of surfaces 13 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 93% Mod AASHTO density m² 46 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 4 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 23 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 4 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 25 18 To bottom of concrate aprons m² 46 13 19 To bottoms and sides of trenches, etc. m² 38 20 Carried Forward to Summary of Section No.2 R BILL NO.3NO.2

Carried Forward R. Bill No. 1 Preliminaries and General Brought Forward R 101 PHOTOGRAPHIC RECORDS The contractor shall undertake monthly digital photographic records of the project, recording the state of progress of the works The contractor shall undertake a detailed photographic record of all neighbouring properties and their existing defects F:........................ V:........................T:......................... Item 102 WARRANTIES FOR MATERIALS AND WORKMANSHIP Where warranties for materials and/or workmanship are called for, the contractor shall obtain a written warranty, addressed to the employer, from the firm supplying the materials and/or doing the work and shall deliver same to the principal agent not later than the works completion date The warranty shall state that workmanship, materials and installation are warranty for a specific period from the final completion and that any defects that may arise during the specific period shall be made good at the expense of the firm supplying the materials and/or doing the work, upon written notice from the principal agent to do so The warranty will not be enforced if the work is damaged by defects in the construction of the building, in which case the responsibility for replacement shall rest entirely with the contractor. The principal agent shall be the sole judge of the cause responsible for defects in the works F:........................ V:........................T:......................... Item Carried Forward R Bill No. 1 Preliminaries and General Brought Forward R 103 CO-OPERATION OF CONTRACTOR FOR COST MANAGEMENT It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants principal agent in implementing proper cost managementmanagement on this project. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost account does not exceed the budget. The budget F:........................ V:........................T:......................... Item 104 'TAKING DELIVERY' "Taking delivery" of goods, or articles, etc, on site by the contractor is hereby deemed to mean receiving, offloading, getting in, unpacking, checking that the quantity surveyor undertakes to make available is correct, and that the goods comply with their specific order, are complete and undamaged, submitting a written report thereon to the contractor all budgetary allowances interested parties and issuing authorised vouchers for the receipt of such goods. Such "Taking delivery" is deemed to include, amongst other things, the cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors Occupational Health and Safety Specification 108 F:............................. V:............................ T:............................ Item 1 Any Principal Contractor entering into a contract with The Developer must achieve an acceptable level of Occopational Health and Safety performance. Refer to "Project Specification" and "Safety, Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions of the above and to be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m³ Risk of collapse of excavations Sides of trench and hole excavation not exceeding 1,5m deep. m² Carried Forward 134 7 4 8 50 9 94 R Brought Forward R Keeping excavations free of water. 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Carried Forward to Summary of Section No.2 R BILL NO.3contractor

Carried Forward R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 Preliminaries & General Mzamasi Solutions Brought Forward R 1/1/13 Clause 13.0 - Assignment. F:.......................... V:......................... T:......................... Item 1/1/14 Clause 14.0 - Security. Clause 14.0 is amended by the addition of the following: "Subclause 14.9 In the event that the value of the works (excluding adjustments in terms of the contract price adjustment provisions) were to increase during the course of the contract by an amount of 15% or more of the contract sum, upon written request from the principal agent, the contractor shall immediately arrange to have the construction guarantee guaranteed sum adjusted to reflect the increased contract value. The cost of obtaining the adjusted guarantee, if any, will be dealt with in terms of Clause 32.0." F: R V: R T: R Item EXECUTION (A15 - A23) Carried Forward R Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 Preliminaries & General Mzamasi Solutions Brought Forward R Clause 15.0 - Preparation for and execution of the works Subclause 15.6 is deleted in its entirety and replaced with the following: "Immediately on award of the contract, the Contractor shall in consultation with the Principal Agent agree to a Contract Programme for the control of the Works. The Principal Agent shall have the right to modify such programme to accommodate changes necessary, in his opinion, for co-ordinating the project as a whole. Any cost implications relating to such modifiction, shall be dealt with in accordance with the provisions of the agreement. The programme shall be drawn up in accordance with the dates given herein, for possession, sectional completion and practical completion and shall be sufficient and approved detail to ensure control over the work. Notwithstanding the fact that the programme has been prepared in conjunction with the Principal Agent, the Contractor shall be responsible at all times for maintaining the accuracy, validity and reasonableness of the progamme, and the implementation thereof. The programme shall be compiled based on the critical path method of programming using the latest version of MS Projects with the critical activities clearly highlighted. It shall be compiled in such a way that logic is not constrained by resource limitations unless specifically agreed that otherwise by the contractor accepts the obligation of assisting the professional consultants in implementing proper cost managementPrincipal Agent. Night and day work must be clearly defined. The contractor programme will be advised by processed on the principal agent Principal's Agent's system and the Contractor shall provide all the co-operation necessary to achieve this. Documentation will not be available in complete detail at the commencement stage. However the contractor, in consultation with the Principal Agent, shall plan the works on provisional information, to an agreed level of all cost management procedures which will be implemented detail relating to ensure that the final building cost does not exceed level of detailed information available and with sufficient scope to include future detail, without disrupting the budgetbasic logic as initially agreed. The quantity surveyor undertakes to make available to quantities contained in this document are provisional and shall be Carried Forward R Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 Preliminaries & General Mzamasi Solutions Brought Forward R utilized as a guide only for the contractor all budgetary allowances and cost assessments/reports to enable drawing up the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetingsprogramme. The contractor undertakes to extend these procedures Where assumptions are made in regard to all subcontractors Occupational Health and Safety Specification 108 F:............................. V:............................ T:............................ Item 1 Any Principal Contractor entering into a contract with The Developer must achieve an acceptable level of Occopational Health and Safety performance. Refer to "Project Specification" and "Safetyprogramming aspects, Health and Environmental Evaluation Questionaire" The contractor to comply with all provisions of the above and to such assumptions shall be enforced on all selected and or other sub-contractors, as no claim afterwards will be entertained SUMMARY OF CATEGORIES Category : Fixed .......................................... Category : Value .......................................... Category : Time .......................................... Carried to Final Summary R BUILDING WORKS - M4 x 2 (BOYS) ITEM NO DESCRIPTION QUANTITY RATE AMOUNT 1 SECTION 1 BILL NO.1 EARTHWORKS SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m² Stripping average 100mm thick layer of top soil and stockpiling on site m² EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep Trenches m³ Pit m³ For aprons thickenning m³ Extra over trench and hole excavations in earth for excavation: Soft rock m³ Hard rock m³ Extra over all excavations for carting away: Surplus material from excavations and/or stock piles on site to a dumping site to be alocated agreed by the Contractor m³ Risk and the Principal Agent, and xxxxxxxxx recorded in the programme. Should circumstances change to the extent where the contractor is of collapse the opinion that changes to the programme are required, then the Contractor shall submit a written request to the Principal Agent for such changes, clearly identifying the reasons for requiring such change. The Contractor and Principal Agent shall thereafter agree such charges, if any. Should the Principal Agent be of excavations Sides of trench the opinion that the programme requires revisions, and hole excavation notwithstanding, the fact that a request for such revision has not been received from the Contractor, the Principal Agent shall be entitled to instruct the Contractor to revise the programme accordingly, unless the Contractor can submit reasonable justification for not doing so. Any acceleration and/or special measures sanctioned by the Principal Agent together with associated effects shall be incorporated in a revision to the programme. The Contractor and the Principal Agent shall, at regular intervals not exceeding 1,5m deepfourteen (14) calender days, agree the state of progress of the works relative to the latest agreed revision of the programme. m² Such agreement shall include the recording of actual commencement and completion dates for each activity and shall constitute the official record of the progress at such point in time. In addition to and based on the programme systems and format dictated above, the Contractor shall devise detailed working programmes. These shall be drawn on a regular basis (at least monthly), to the satisfaction of the Principal Agent. Such working programmes shall at all times relate to the constraints of the current programme. In addition a site diary logging daily event must be kept and a weekly risk schedule must be produced specific to the project. Further an information schedule and query list be submitted prior to commencement to eliminate Carried Forward 134 7 4 8 50 9 94 R Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 Preliminaries & General Mzamasi Solutions Brought Forward R Keeping excavations free any uncertainties and discrepencies. F:.......................... V:......................... T:......................... Item 1/1/15 Clause 16.0 - Site and access. Clause 16.0 is amended by the addition of water. 10 Keeping excavations free of water other than subterranean water Item 1 Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc. m³ 16 12 Backfilling to trenches, holes, etc. m³ 8 Compaction of surfaces 13 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 93% Mod AASHTO density m² 46 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 50 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m² 58 Prescribed density tests on filling 16 Modified AASHTO Density tests No 8 SOIL POISONING Soil insecticide 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m² 46 18 To bottom of concrate aprons m² 46 19 To bottoms and sides of trenches, etc. m² 38 Carried Forward to Summary of Section No.2 R BILL NO.3following: