SITE CLEARANCE ETC Clause Samples
The 'Site Clearance Etc' clause defines the contractor's responsibility to clear the construction site of debris, waste materials, and any temporary structures upon completion of the work. This typically includes removing unused materials, equipment, and ensuring the site is left in a clean and orderly condition, ready for its intended use or for subsequent contractors. The core function of this clause is to ensure that the site is safe, accessible, and presentable after construction activities, thereby preventing disputes over site condition and facilitating a smooth project handover.
SITE CLEARANCE ETC. Allow for clearing of site of all vegatable matter, rubbish, etc.including small trees having a circumference of less than 200mm measured at a height of 1 000mm above ground level, that may be encountered and roughly level site to be built upon and carting away any debris to a site to be found by the contractor. m2 100 2 Strip average 200mm thick layer of topsoil and stockpile on site. m2 100
SITE CLEARANCE ETC. Allow for clearing the area of the site to be built upon of all grass, weeds, shrubs, trees with trunks not exceeding 200mm girth, debris, etc., including grubbing up all roots, scoffling up as required and cart away all vegetation and debris. m2 200 2 Stripping average 300mm thick layer of topsoil and stockpiling on site. m2 200
SITE CLEARANCE ETC. 1 Allow for clearing the area of the site to be built upon of all grass, weeds, shrubs, trees with trunks not exceeding 200mm girth, debris, etc., including grubbing up all roots, scoffling up as required and cart away all vegetation and debris. m2 9 2 Stripping average 300mm thick layer of topsoil and stockpiling on site. m2 9 Excavate in pickable material not exceeding 2m deep below natural or reduced ground level: 3 Holes. m3 2 4 Extra over all excavations for carting away surplus excavated material and spreading, levelling and lightly compacting on site where directed not exceeding 100m from the excavations.(measured nett - no allowance made for bulking) m3 2 Filling with approved natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 5 Under trenches, holes, surface beds, etc. m3 1
SITE CLEARANCE ETC. Site clearance
SITE CLEARANCE ETC. Allow for clearing the area of the site to be built upon of all grass, weeds, shrubs, trees with trunks not exceeding 200mm girth, debris, etc., including grubbing up all roots, scoffling up as required and cart away all vegetation and debris. m2 144 2 Stripping average 300mm thick layer of topsoil and stockpiling on site. m2 144 Excavate in pickable material not exceeding 2m deep below natural or reduced ground level: 3 Trenches, Holes m3 346 Extra over excavation in pickable material for column bases, trenches, lift pits, sumps, etc for excavation in: 4 Soft rock. m3 35 5 Hard rock. m3 17 6 Risk of collapse to sides of excavations to holes, trenches, etc. from ground level to not exceeding 1,5m deep. m2 126 7 Risk of collapse to sides of excavations to holes, trenches, etc. from ground level exceeding 1,5m deep. not exceeding 3.0m deep. m2 76
SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, ▇▇▇▇▇▇, shrubs and trees not exceeding 200mm girth, ▇▇▇▇, etc A1 : 96 A2 : 78 A3 : 95 2 Stripping average 200mm thick layer of topsoil and stockpiling on site. A1 : 96 A2 : 78 A3 : 95 3 Trenches. A1 : 3 A2 : 2 A3 : 2 4 Holes. A1 : 54 A2 : 24 A3 : 59 5 Reduced levels under floors. A1 : 6 A2 : 5 A3 : 6 Extra over trench and hole excavations in earth for excavation in: 6 Soft rock. A1 : 6 A2 : 3 A3 : 7 7 Hard rock. A1 : 3 A2 : 2 A3 : 3 m2 269 m2 269 m3 7 m3 137 m3 17 m3 16 m3 8 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor. A1 : 43 A2 : 18 A3 : 46
SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, ▇▇▇▇▇▇, shrubs and trees not exceeding 200mm girth, ▇▇▇▇, etc A1 : 96 A2 : 83 A3 : 78 A4 : 95 2 Stripping average 200mm thick layer of topsoil and stockpiling on site. A1 : 96 A2 : 83 A3 : 78 A4 : 95 3 Trenches. A1 : 3 A2 : 3 A3 : 2 A4 : 2 4 Holes. A1 : 54 A2 : 42 A3 : 24 A4 : 59 5 Reduced levels under floors. A1 : 6 A2 : 5 A3 : 5 A4 : 6 Extra over trench and hole excavations in earth for excavation in: 6 Soft rock. A1 : 6 A2 : 5 A3 : 3 A4 : 7 7 Hard rock. A1 : 3 A2 : 2 A3 : 2 A4 : 3 m2 352 m2 352 m3 10 m3 179 m3 22 m3 21 m3 10 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor. A1 : 43 A2 : 33 A3 : 18 A4 : 46 m3 140 9 Cutting back steep excavations to create a gradual sloping embankment including levelling and compaction. m3 48 A1 : 13 A2 : 11 A3 : 11 A4 : 13 10 Sides of trench and hole excavations not exceeding 1,5m deep. A1 : 60 A2 : 50 A3 : 34 A4 : 60 m2 204 Section 2 Bill No. 1 Earthworks (Provisional) 11 Ditto, but from ground level to exceeding 1,5m and not exceeding 3,0m deep. A1 : 20 A2 : 17 A3 : 12 A4 : 20 m2 69 12 Keeping excavations free from mud and all water including subterranean sources.
SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, ▇▇▇▇▇▇, shrubs and trees not exceeding 200mm girth, ▇▇▇▇, etc A1 : 96 A2 : 93 A3 : 110 2 Stripping average 200mm thick layer of topsoil and stockpiling on site. A1 : 96 A2 : 93 A3 : 110 3 Trenches. A1 : 3 A2 : 3 A3 : 3 4 Holes. A1 : 54 A2 : 41 A3 : 76 5 Reduced levels under floors. A1 : 6 A2 : 6 A3 : 7 m2 299 m2 299 m3 9 m3 171 m3 19 Section 2 Bill No. 1 Earthworks (Provisional)
SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, ▇▇▇▇▇▇, shrubs and trees not exceeding 200mm girth, ▇▇▇▇, etc 2 Stripping average 200mm thick layer of topsoil and stockpiling on site. 3 Trenches. 4 Holes. 5 Reduced levels under floors. m2 402 m2 402 m3 12 m3 229 m3 26 Section 2 Bill No. 1 Earthworks (Provisional)
SITE CLEARANCE ETC. Digging up and removing rubbish, debris, vegetation, ▇▇▇▇▇▇, shrubs and trees not exceeding 200mm girth, ▇▇▇▇, etc m2 Strip topsoil average 100mm deep and dispose off site m2 BULK EXCAVATION, FILLING, ETC TO FORM PLATFORMS Open face excavation in earth over sloping site Open face excavation m3 Extra over bulk excavation in earth for excavation in 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 located by the contractor m3 Keeping excavations free of water Keeping excavations free of all water other than subterranean water Carried to Collection Bill No. 1 BULK EARTHWORKS (PROVISIONAL) Quantity 1 731 1 731 162 16 8 162 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 excavations compacted in 150mm layers to 93% Mod AASHTO density Filling to form level platforms m3 Earth filling of G5 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density Filling to form level platforms m3 Compaction of surfaces Compaction of natural or excavated ground surface under floors, etc, including 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. 1 BULK EARTHWORKS (PROVISIONAL) 162 162 539 11 539 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 92 93 R Amount