Obpva - Onderstepoort Biological Products Limited
filling soil and compacting Pouring concrete 250 cubes Area **** m2 weed control expansion joint every 3m
Tender Close Date:
Compacting Tenders
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Last updated on 07/02/2026.
Msinsi Holding ( Soc)
Removal of existing tar road and upgrade of gravel road to tar surface at msinsi bon accorde resorts, inanda dam and nagle dam
Removal of existing tar road and upgrade of gravel road to tar surface at msinsi bon accorde resorts, inanda dam and nagle dam bon accorde resorts: - rip the existing tar road and construct a new 1. 45 km x 4m tar road. - construct a parking bay 405m 2 - excavate and removal of topsoil to a minimal depth of 300mm and dispose. the length and the width of the road is 1. 45 km x 4m. - supply, deliver and apply weed killer soil poisoning. - supply, deliver and lay figure 6 kerbs including figure 12 kerbs for curving - supply, deliver and construct a concrete lined vdrain of 300mm x 300mm at a length of 1. 45km. - supply, deliver, lay and compact g5 material base to be of 150mm layer into 95 mod aashto. - perform two density tests for both g5 layer and g2 base at every 20m interval for the entire road. test shall be undertaken by an approved laboratory. submit tests to the project manager for approval. - supply, deliver, lay and compacting of g2 to be 150mm thick material into 99 mod aashto. - supply, deliver and
Tender Close Date:
The Mvula Trust
Tender document for the construction of sanitation facilities at fairview junior secondary school in eastern cape province under the sanitation 60 programme
63mm. m3 3 membranes 71 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 72 keeping excavations free of all water other than subterranean water item the following in rainwater tanks and stands excavation in earth not exceeding 2m deep: 73 trenches. m3 35 74 surplus material from excavations andor stock piles on site to a dumping site to be located by the contractor. m3 35 75 sides of trench and hole excavations not exceeding 1, 5m deep. m2 13 76 backfilling to trenches, holes, etc. m3 17 77 g7 base course material compacted to 98 mod aashto density m3 13 78 over site of selected subgrade g5 material in accordance with sabs 1 200 dm in layers not exceeding 150mm thick and compacted to 95 mod aashto density. m3 13 79 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 90 mod aashto density. m2 36 80 strip footings. m3 10 81 tank concrete
Tender Close Date:
The Mvula Trust
Tender document for the construction of sanitation facilities at zadungeni junior primary school in eastern cape province under the sanitation 60 programme
63mm. m3 3 membranes 71 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 72 keeping excavations free of all water other than subterranean water item the following in rainwater tanks and stands excavation in earth not exceeding 2m deep: 73 trenches. m3 35 74 surplus material from excavations andor stock piles on site to a dumping site to be located by the contractor. m3 35 75 sides of trench and hole excavations not exceeding 1, 5m deep. m2 13 76 backfilling to trenches, holes, etc. m3 17 77 g7 base course material compacted to 98 mod aashto density m3 13 78 over site of selected subgrade g5 material in accordance with sabs 1 200 dm in layers not exceeding 150mm thick and compacted to 95 mod aashto density. m3 13 79 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 90 mod aashto density. m2 36 80 strip footings. m3 10 81 tank concrete
Tender Close Date:
The Mvula Trust
Tender document for the construction of sanitation facilities at mbasa junior secondary school in eastern cape province under the sanitation 60 programme
63mm. m3 3 membranes 71 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 72 keeping excavations free of all water other than subterranean water item the following in rainwater tanks and stands excavation in earth not exceeding 2m deep: 73 trenches. m3 35 74 surplus material from excavations andor stock piles on site to a dumping site to be located by the contractor. m3 35 75 sides of trench and hole excavations not exceeding 1, 5m deep. m2 13 76 backfilling to trenches, holes, etc. m3 17 77 g7 base course material compacted to 98 mod aashto density m3 13 78 over site of selected subgrade g5 material in accordance with sabs 1 200 dm in layers not exceeding 150mm thick and compacted to 95 mod aashto density. m3 13 79 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 90 mod aashto density. m2 36 80 strip footings. m3 10 81 tank concrete
Tender Close Date:
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