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90% recommend BidHits (1064 real users, 18/06/2026). Methodology

Last updated on 02/12/2026.

02/05/2026 - SOUTH AFRICA | EC

The Mvula Trust

Tender document for the construction of sanitation facilities at nkunyana junior secondary school in eastern cape province under the sanitation 60 programme

63mm. m3 3 membranes80 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 keeping excavations free of water81 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: 82 trenches. m3 27 extra over all excavations for carting away: 83 surplus material from excavations andor stock piles on site to a dumping site to be located by the contractor. m3 27 risk of collapse of excavations: 84 sides of trench and hole excavations not exceeding 1, 5m deep. m2 10 earth filling obtained from the excavations andor prescribed stock piles on site compacted to 93 mod aashto density: 85 backfilling to trenches, holes, etc. m3 13 carried to collection r section 4 bill no. 1 external works 104 ecdoe sanitation 60: nkunyana junior secondary school filling supplied by the contractor under strip footing, floors etc. 86 g7 base course material compacted to 98 mod aashto density m3 **** o

Tender Close Date:

Documents

02/05/2026 - SOUTH AFRICA | EC

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:

Documents

02/05/2026 - SOUTH AFRICA | EC

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:

Documents

02/05/2026 - SOUTH AFRICA | EC

The Mvula Trust

Tender document for the construction of sanitation facilities at kanyisa primary school in eastern cape province under the sanitation 60 programme

63mm. m3 3 membranes 79 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 keeping excavations free of water80 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: 81 trenches. m3 31 extra over all excavations for carting away: 82 surplus material from excavations andor stock piles on site to a dumping site to be located by the contractor. m3 31 risk of collapse of excavations: 83 sides of trench and hole excavations not exceeding 1, 5m deep. m2 11 earth filling obtained from the excavations andor prescribed stock piles on site compacted to 93 mod aashto density: 84 backfilling to trenches, holes, etc. m3 48 carried to collection r section 4 bill no. 1 external works 105 ecdoe sanitation 60: kanyisa primary school filling supplied by the contractor under strip footing, floors etc. 85 g7 base course material compacted to 98 mod aashto density m3 12 86 over site

Tender Close Date:

Documents

02/05/2026 - SOUTH AFRICA | EC

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

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Documents
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