Common use of SITE CLEARANCE ETC Clause in Contracts

SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. m2 66 2 Stripping average 100mm thick layer of top soil and stockpiling on site. m2 66 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Trenches m3 13 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 Extra over trench and hole excavations in earth for excavation: 6 Soft rock m3 2 7 Hard rock m3 2 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R Risk of collapse of excavations m2 38 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and /or prescribed stock piles on site including compacted to 93% Mod AASHTO density 11 Backfilling to trenches, holes, etc m3 10 Approved G7 filling supplied and carted by the contractor and compacted in layers not exceeding 150mm to 95% Mod AASHTO density 12 Under floors, steps, paving etc. m3 5

SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. etc m2 66 2 Stripping Strip topsoil average 100mm thick layer of top soil deep and stockpiling on site. dispose off site m2 66 BULK EXCAVATION, FILLING, ETC Excavation TO FORM PLATFORMS Open face excavation in earth not exceeding 2m deep 3 Trenches over sloping site Open face excavation m3 13 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 Extra over trench and hole excavations bulk excavation in earth for excavation: 6 excavation in Soft rock m3 2 7 Hard rock m3 2 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R Risk of collapse of excavations m2 38 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Carried to Collection Bill No. 1 BULK EARTHWORKS (PROVISIONAL) Quantity 1 411 1 411 202 20 10 202 Item Rate R Amount 3/1/8 3/1/9 3/1/10 3/1/11 3/1/12 FILLING, ETC Earth filling of obtained from the excavations and /or prescribed stock piles on site including compacted in 150mm layers to 93% Mod AASHTO density 11 Backfilling Filling to trenches, holes, etc form level platforms m3 10 Approved G7 Earth filling of G5 material supplied and carted by the contractor and compacted in layers not exceeding 150mm layers to 95% Mod AASHTO density 12 Under Filling to form level platforms m3 Compaction of surfaces Compaction of natural or excavated ground surface under floors, stepsetc, paving etcincluding scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density m2 Prescribed density tests on filling "Modified AASHTO Density" test No SOIL POISONING Soil insecticide in accordance with SANS 5859 Under floors including forming and poisoning shallow furrows against foundation walls, filling in furrows and ramming m2 Carried to Collection Bill No. m3 51 BULK EARTHWORKS (PROVISIONAL) 202 202 674 13 674 R Bill No. 1 BULK EARTHWORKS (PROVISIONAL) COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 3 Bill No. 1 BULK EARTHWORKS (PROVISIONAL) Page No 91 92 R Amount

SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. m2 66 120 2 Stripping average 100mm thick layer of top soil and stockpiling on site. m2 66 120 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Trenches m3 13 12 4 Holes m3 36 5 Trenches and holes for thickening under surface beds, m3 14 5 24 6 For aprons thickenning m3 26 52 Extra over trench and hole excavations in earth for excavation: 6 7 Soft rock m3 2 7 6 8 Hard rock m3 2 4 Carried Forward Section No. 6 Type M4+8UR and M4+4UR Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R Extra over all excavations for carting away 8 9 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R 50 Risk of collapse of excavations 10 Sides of trench and hole excavations not exceeding 1,5m deep m2 38 82 Keeping excavations free of water 10 11 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and /or prescribed stock piles on site including compacted to 93% Mod AASHTO density 11 12 Backfilling to trenches, holes, etc m3 10 52 Approved G7 filling supplied and carted by the contractor and compacted in layers not exceeding 150mm to 95% Mod AASHTO density 12 13 Under floors, steps, paving etc. m3 58 Compaction of surfaces 14 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 38 15 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 70 Section No. 6 Type M4+8UR and M4+4UR Bill No. 1 Earthworks Carried Forward R PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R 16 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 62 Prescribed density tests on filling 17 "Modified AASHTO Density" test No 8 SOIL POISONING Soil insecticide in accordance with SANS 5859: 18 Soil insecticide (protection against termites) applied as specified under floors, etc including forming and poisoning shallow furrows against foundation walls, etc filling in furrows and ramming m2 26

SITE CLEARANCE ETC. Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. etc m2 66 778 2 Stripping average 100150mm thick layer of top soil and stockpiling on sitesite m2 778 3 Remove and grub large trees and tree stubs of girth, 0.2m to 0.5m. No 4 4 Remove and grub large trees and tree stubs of girth, 0.5m to 1m. No 4 EXCAVATIONS Carried Forward R Section No. m2 66 EXCAVATION, FILLING, ETC 3 Bill No. 2 Earthworks Brought Forward R Excavation in earth not exceeding 2m deep 3 5 Trenches m3 13 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 43 Extra over trench and hole excavations in earth for excavation: excavation in 6 Soft rock m3 2 5 7 Hard rock m3 2 SUNDRIES Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R 19 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 38 122 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item FILLING ETC Earth filling obtained from the excavations and /or prescribed stock piles on site including commercial source , compacted to 93% Mod AASHTO density 11 Imported G5 fill in voids under floors, steps, pavings, etc m3 127 12 Imported G5 fill under pavings in 125mm layers compacted to 98% Mod AASHTO m3 7 Earth filling obtained from the excavations and/or prescribed stock piles on site, compacted to 93% Mod AASHTO density 13 Backfilling to trenches, holes, etc m3 10 Approved G7 filling supplied and carted 22 Section No. 3 Bill No. 2 Earthworks Carried Forward R Brought Forward R Compaction of surfaces 14 Compaction of ground surface under by the contractor and compacted in layers not exceeding scarifying top 150mm layer of ground, re-compacting to 95% Mod AASHTO density 12 Under floorsto receive filling, steps, paving etc. m3 5including carting away of surplus material or additional filling as necessary m2 127 15 Compaction to bottom of foundations m2 24 16 Rip and re-compact 150mm In-situ soil and compacted to minimum 93% Mod AASHTO under surface beds m2 71 SOIL POISONING Soil insecticide, shall be carried out in accordance with " The application of soil insecticides for the protection of building ", SANS 10124 and a certificate of guarantee shall be issued on completion of the works. 17 Under pavings, surface beds, etc m2 127 18 To bottoms and sides of trenches etc m2 142 TESTS, ETC 19 Allow for " Modified AASHTO Density" tests as directed by the engineer. No 3

SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. m2 66 65 2 Stripping average 100mm thick layer of top soil and stockpiling on site. m2 66 65 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Trenches m3 13 8 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 20 Extra over trench and hole excavations in earth for excavation: 6 5 Soft rock m3 2 7 1 6 Hard rock m3 2 1 Extra over all excavations for carting away 8 7 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 7 Carried Forward Section No. 5 4 Type SFD4 SM4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R Risk of collapse of excavations m2 38 24 Keeping excavations free of water 10 9 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and /or prescribed stock piles on site including compacted to 93% Mod AASHTO density 11 10 Backfilling to trenches, holes, etc m3 10 9 Approved G7 filling supplied and carted by the contractor and compacted in layers not exceeding 150mm to 95% Mod AASHTO density 12 11 Under floors, steps, paving etc. m3 5

SITE CLEARANCE ETC. 1 3/1/1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. etc m2 66 2 Stripping 1 341 3/1/2 Strip topsoil average 100mm thick layer deep and dispose off site m2 1 341 Taking out and removing, grubbing up roots and filling in holes 3/1/3 Tree exceeding 200mm and not exceeding 500mm girth No 15 3/1/4 Tree exceeding 500mm and not exceeding 1000mm girth No 15 Relocation of top soil and stockpiling on site. m2 66 the existing jungle gym 3/1/5 Relocation of the existing bungle gym if required Item BULK EXCAVATION, FILLING, ETC Excavation TO FORM PLATFORMS Open face excavation in earth not exceeding 2m deep 3 Trenches over sloping site 3/1/6 Open face excavation m3 13 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 242 Extra over trench and hole excavations bulk excavation in earth for excavation: 6 excavation in 3/1/7 Soft rock m3 2 7 24 Carried to Collection Bill No. 1 BULK EARTHWORKS (PROVISIONAL) R R 3/1/8 Hard rock m3 2 12 Extra over all excavations for carting away 8 3/1/9 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R Risk of collapse of excavations m2 38 242 Keeping excavations free of water 10 3/1/10 Keeping excavations free of all water other than subterranean water Item FILLING, ETC Earth filling of obtained from the excavations and /or prescribed stock piles on site including compacted in 150mm layers to 93% Mod AASHTO density 11 Backfilling 3/1/11 Filling to trenches, holes, etc form level platforms m3 10 Approved G7 242 Earth filling of G5 material supplied and carted by the contractor and compacted in layers not exceeding 150mm layers to 95% Mod AASHTO density 12 Under 3/1/12 Filling to form level platforms m3 484 Compaction of surfaces 3/1/13 Compaction of natural or excavated ground surface under floors, stepsetc, paving etcincluding scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density m2 807 Prescribed density tests on filling 3/1/14 "Modified AASHTO Density" test No 16 SOIL POISONING Soil insecticide in accordance with SANS 5859 Bill No. m3 51 BULK EARTHWORKS (PROVISIONAL) COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 3 Bill No. 1 BULK EARTHWORKS (PROVISIONAL) R Amount

SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. etc m2 66 2 Stripping Strip topsoil average 100mm thick layer of top soil deep and stockpiling on site. dispose off site m2 66 BULK EXCAVATION, FILLING, ETC Excavation TO FORM PLATFORMS Open face excavation in earth not exceeding 2m deep 3 Trenches over sloping site Open face excavation m3 13 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 Extra over trench and hole excavations bulk excavation in earth for excavation: 6 excavation in Soft rock m3 2 7 Hard rock m3 2 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R Risk of collapse of excavations m2 38 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Carried to Collection Bill No. 1 BULK EARTHWORKS (PROVISIONAL) Quantity 2 371 2 371 122 12 6 122 Item Rate R Amount 3/1/8 3/1/9 3/1/10 3/1/11 3/1/12 FILLING, ETC Earth filling of obtained from the excavations and /or prescribed stock piles on site including compacted in 150mm layers to 93% Mod AASHTO density 11 Backfilling Filling to trenches, holes, etc form level platforms m3 10 Approved G7 Earth filling of G5 material supplied and carted by the contractor and compacted in layers not exceeding 150mm layers to 95% Mod AASHTO density 12 Under Filling to form level platforms m3 Compaction of surfaces Compaction of natural or excavated ground surface under floors, stepsetc, paving etcincluding scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density m2 Prescribed density tests on filling "Modified AASHTO Density" test No SOIL POISONING Soil insecticide in accordance with SANS 5859 Under floors including forming and poisoning shallow furrows against foundation walls, filling in furrows and ramming m2 Carried to Collection Bill No. m3 51 BULK EARTHWORKS (PROVISIONAL) 122 122 406 8 406 R Bill No. 1 BULK EARTHWORKS (PROVISIONAL) COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 3 Bill No. 1 BULK EARTHWORKS (PROVISIONAL) Page No 79 80 R Amount

SITE CLEARANCE ETC. 1 Site clearance 4 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. etc m2 66 2 1,629 5 Stripping average 100mm thick layer of top soil and stockpiling on site. site m2 66 EXCAVATION, FILLING, ETC Excavation 1,629 EXCAVATIONS Excavate in earth not exceeding 2m deep 3 6 Trenches m3 13 4 Trenches and holes for thickening under surface beds, 245 7 Holes m3 14 5 For aprons thickenning 2 8 Pit m3 26 46 Extra over trench and hole excavations in earth for excavation: 6 excavations in 9 Soft rock m3 2 7 17 10 Hard rock m3 2 39 Extra over all excavations for carting away 8 11 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R 196 Risk of collapse of excavations 12 Risk of collapse of sides of excavations for trenches and holes from natural, elevated or reduced ground level to not exceeding 1,5m deep m2 38 791 Carried to Collection R Section No. 2 Buildings Bill No. 2 EARTHWORKS Prepared by: Xxxxxx Xxxxxxxx Surveyors Keeping excavations free of water 10 Keeping 13 Allow for keeping all excavations entirely free of all from water other than subterranean water and mud Item FILLING Earth filling obtained from the excavations and /or and/or prescribed stock piles on site including compacted to 9393 % Mod AASHTO density 11 14 Backfilling to trenches, holes, etc m3 10 Approved G7 95 G5 filling supplied and carted by the contractor and and/or prescibed stockpiles on site compacted in layers not exceeding 150mm to 9593% Mod AASHTO density 12 15 Under floors, steps, paving etc. m3 5521 Coarse dry, clean, washed riversand filling supplied by the contractor and evenly spread, levelled, watered and rammed to receive waterproof membrane (elsewhere)

SITE CLEARANCE ETC. Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. etc m2 66 756 2 Stripping average 100150mm thick layer of top soil and stockpiling on site. site m2 66 EXCAVATION, FILLING, ETC 756 EXCAVATIONS Excavation in earth not exceeding 2m deep 3 Trenches Holes m3 13 686 4 Trenches Lift pit m3 28 WORKING SPACE EXCAVATIONS Back excavation of vertical sides of excavation in earth exceeding 500mm and holes not exceeding 1,5m deep for thickening under surface bedsworking space, m3 14 including backfilling compacted to 95% Mod AASHTO density 5 For aprons thickenning m3 26 placing and removing formwork to bases etc, 300mm away from excavated face m2 125 Section No. 2 Bill No. 2 Earthworks Carried Forward R Brought Forward R Extra over trench and hole excavations in earth for excavation: excavation in 6 Soft rock m3 2 71 7 Hard rock m3 2 36 SUNDRIES Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R 715 Risk of collapse of excavations 9 Sides of trench and hole excavations exceeding 1,5m deep m2 38 442 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item FILLING ETC Earth filling supplied by the contractor from the commercial source 11 Imported G5 fill under floors in 150mm layers compacted to 95% Mod AASHTO m3 140 Earth filling obtained from the excavations and /or and/or prescribed stock piles on site including site, compacted to 9395% Mod AASHTO density 11 12 Backfilling to trenches, holes, etc m3 10 Approved G7 filling supplied and carted 320 Compaction of surfaces 13 Compaction of ground surface under by the contractor and compacted in layers not exceeding scarifying top 150mm layer of ground, re-compacting to 95% Mod AASHTO density 12 Under floorsto receive filling, steps, paving etc. m3 5including carting away of surplus material or additional filling as necessary m2 782 14 Compaction to bottom of foundations m2 366 Carried Forward R Section No. 2 Bill No. 2 Earthworks Brought Forward R SOIL POISONING Soil insecticide, shall be carried out in accordance with " The application of soil insecticides for the protection of building ", SANS 10124 and a certificate of gaurantee shall be issued on completion of the works.

SITE CLEARANCE ETC. Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. m2 66 etc m² 2 Stripping average 100mm thick layer of top soil and stockpiling on site. m2 66 703 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Trenches m3 13 4 Trenches and holes for thickening under surface beds, m3 14 5 For aprons thickenning m3 26 2 Holes m³ 48 Extra over trench and hole excavations in earth for excavation: 6 excavation in 3 Soft rock m3 2 7 m³ 5 4 Hard rock m3 m³ 2 Extra over all excavations for carting away 8 5 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 8 Carried Forward Section No. 5 Type SFD4 Bill No. 1 Earthworks PREPARED BY: NYELETI CONSULTING (PTY) LTD Brought Forward R m³ 36 Risk of collapse of excavations m2 38 Keeping 6 Sides of trench and hole excavations free of water 10 Keeping excavations free of all water other than subterranean water Item not exceeding 1,5m deep m² 480 Earth filling obtained from the excavations and /or and/or prescribed stock piles on site including compacted to 93% Mod AASHTO density 11 7 Backfilling to trenches, holes, etc m3 m³ 12 SOIL POISONING Soil insecticide 8 To bottoms and sides of trenches etc m² 541 REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 9 Bases (size of each base 400 x 400 x 600mm thick) m³ 36 Carried to Collection R Bill No. 1 External Works TEST BLOCKS 10 Approved G7 filling supplied Making and carted by the contractor and compacted in layers not exceeding testing 150 x 150 x 150mm concrete strength test cube No 12 REINFORCEMENT Mild steel reinforcement to 95% Mod AASHTO density structural concrete work 11 8mm Diameter bars t 3.60 High tensile steel reinforcement to structural concrete work 12 Under floors, steps, paving etc. m3 512mm Diameter bars t 3.60