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. Quantity m2 200 Rate 2 Stripping average 300mm thick layer of topsoil and stockpiling on site. m2 200
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. Quantity m2 100 Rate 2 Strip average 200mm thick layer of topsoil and stockpile on site. m2 100
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 Carting away. 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. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, 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 EXCAVATION OTHER THAN BULK Excavation in earth not exceeding 2m deep: 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 Carried to Collection R Section 2 Bill No. 1 Earthworks (Provisional)
SITE CLEARANCE ETC. Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 4 139 Section 2 Xxxx Xx. 0 Xxxxxxxxxxx XXX XXXXXXX XXX - 00 HOUR XXXX XXXXXXX DISTRICT Carried to Collection R Amount 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2
SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc. m2 120 2 Stripping average 100mm thick layer of top soil and stockpiling on site. m2 120 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Trenches m3 12 4 Holes m3 36 5 Trenches and holes for thickening under surface beds, m3 24 6 For aprons thickenning m3 52 Extra over trench and hole excavations in earth for excavation: 7 Soft rock m3 6 8 Hard rock m3 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 9 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 50 Risk of collapse of excavations 10 Sides of trench and hole excavations not exceeding 1,5m deep m2 82 Keeping excavations free of water 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 12 Backfilling to trenches, holes, etc m3 52 Approved G7 filling supplied and carted by the contractor and compacted in layers not exceeding 150mm to 95% Mod AASHTO density 13 Under floors, steps, paving etc. m3 8 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. 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. Quantity m2 144 Rate 2 Stripping average 300mm thick layer of topsoil and stockpiling on site. m2 144 EXCAVATION OTHER THAN BULK 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 Risk of collapse of excavations other than bulk: 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, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, 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 EXCAVATION OTHER THAN BULK Excavation in earth not exceeding 2m deep: 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 Extra over all excavations for carting away: 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 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 421 2 Strip average 200mm thick layer of topsoil and stockpile on site. m2 421
SITE CLEARANCE ETC. 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, 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 EXCAVATION OTHER THAN BULK Excavation in earth not exceeding 2m deep: 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 Extra over all excavations for carting away: 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 Extra over excavations for embankments: 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 Risk of collapse of excavations: 10 Sides of trench and hole excavations not exceeding 1,5m deep. A1 : 60 A2 : 50 A3 : 34 A4 : 60 m2 204 Carried to Collection R 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 Keeping excavations free of water: m2 69 12 Keeping excavations free from mud and all water including subterranean sources.
