1 gb or 6 and 5 rehabilitation of donga umz2025 26led 2025 15, 17 september 2025 at 10: 00 am 1 gb or 1, 4, 5 rainwater harvesting kwabha ca offices and 2025 at 10: 00 am
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Tender for rehabilitation of donga and rainwater harvesting projects by Umzimvubu Local Municipality. Compulsory project contract briefing and site visits are scheduled as per the table. Bidders must submit mandatory documents, including SARS confirmation with verification pin, company registration documents, MBD forms (1, 4, 6. 1, 8, and 9), and a municipal clearance certificate or equivalent. Prices quoted must be firm and inclusive of VAT. Certified ID copies of managing directors/owners are required. Bidders must be registered on CSD. Bid documents will be available for free download on the eTender portal from 15 August 2025. No couriered, faxed, emailed, or late tenders will be accepted. Certification of documents must be within 90 days. Tenders must be deposited in the tender box at the Umzimvubu Local Municipality offices by 12:00 noon on 16 September 2025 and will be opened in public. The municipality reserves the right not to appoint, with value for money being the key determinant. No award will be made to persons working for the state. Technical enquiries can be directed to the Senior Manager LED at 039 255 ****, and SCM enquiries to the SCM Manager Mr. X. Blaweni at 039 255 ****.
The bid notice states that all tenders must be deposited in the tender box situated at new Umzimvubu Local Municipality offices not later than 12h00 noon as per the table above, where they will be opened in public. The closing date is 16 September 2025.
The bid notice states that value for money will be the key determinant of appointment.
The bid notice states that bidders must be registered on CSD and provide confirmation of registration, and that a confirmation from SARS with a verification pin, copy of company registration founding statement/CIPRO document, originally certified ID copies of managing directors/owners, and properly filled MBD forms 1, 4, 6. 1, 8 and 9 are mandatory.
The bid notice states that here will be a compulsory briefing session and site visits as per the table above.
Tender document for the construction of sanitation facilities at mahamane junior secondary school in eastern cape province under the sanitation 60 programme
63mm. m3 3 membranes71 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 carried to collection r section 4 bill no. 1 external works 100 ecdoe sanitation 60: mahamane junior secondary school keeping excavations free of water72 keeping excavations free of all water other than subterranean water item workmanship sample construction the main contractor is to make a provision for construction workmanship samples below to be used in the selection process for appointing smmes. 73 prepare and construct for approval lshaped one brickwall faced and pointed both sides as per given specification, size: **** high with 220mm wide brick on edge at the top pointed and jointed all around. item74 prepare and construct for approval 50mm brick paved surface area of **** including all necessary layer works as per the issued specifications. item75 prepare and construct for approval a 800mm wide x **** long concrete vdrains as per given specifications. item carried
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 membranes 71 bidimgeotextile or equal approved, lined on all sides including the top and bottom faces. m2 20 carried to collection r section 4 bill no. 1 external works 98 ecdoe sanitation 60: sandi senior secondary school keeping excavations free of water72 keeping excavations free of all water other than subterranean water item workmanship sample construction the main contractor is to make a provision for construction workmanship samples below to be used in the selection process for appointing smmes. 73 prepare and construct for approval lshaped one brickwall faced and pointed both sides as per given specification, size: **** high with 220mm wide brick on edge at the top pointed and jointed all around. item74 prepare and construct for approval 50mm brick paved surface area of **** including all necessary layer works as per the issued specifications. item75 prepare and construct for approval a 800mm wide x **** long concrete vdrains as per given specifications. item carried to
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 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
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