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Last updated on 08/15/2026.
Tender document for the construction of sanitation facilities at betshwana primary school in eastern cape province under the sanitation 17 programme
Construction of sanitation facilities Construction of sanitation facilities at Betshwana Primary School, including excavation, earthworks, concrete works ( strip footings, tank concrete slab), brickwork ( foundations, superstructure, face brick), and installation of plastic water tanks.
Tender Close Date:
Supply, delivery and installation of local content anti- intruder security view fence for mthatha dam mcc building project in the eastern cape province - cidb contractor grading designation of cidb sq2 or higher.
supply, delivery and installation of local content antiintruder security viewfence for mthatha dam mcc building project in the eastern cape province cidb contractor grading designation of cidb sq2 or higher **** mm x **** corrosion resistant double welded wire mesh panel, 4mm thick wire with aperture size of 80 mm x 13mm, 100mm bitumen coated at the bottom **** x 85 x 85mm galvanised mild steel square tubing, with wall thickness of 5mm, taper locking posts with stabilised polymer end cap **** x **** vehicle gate **** x **** pedestrian gate 600mm diameter fully galvanised flat wrap coil razor wire 30m roll 3. 25mm galvanized straining wire 1. 6mmx galvanized wire roll 25kg double bolt clamp single bolt clamp double bolt and nuts single bolt and nuts 25mpa concrete footing PPE, medicals, submission of safety file transportation of material
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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
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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:
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:
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