Conversion of ward 13 to icu at job shimankane tabane hospital – CIDB 6gb or higher – sanitary schedule

Demolition and alteration schedule: Demolish 110 mm wall and make good on all affected trades. Remove stainless steel sink and make good on all affected trades. Remove showers and make good on all affected trades. Remove and replace existing vinyl sheeting with similar approved as per architect's specifications (multiple locations). Remove water closet and make good on all affected trades (two locations). Remove steel-framed 1500 mm wide door and build up opening, make good on all affected trades. Create opening in wall for 813 mm wide timber sliding door and make good on all affected trades. Remove steel-framed 1500 mm wide door and replace with 813 mm wide steel frame timber door as per door schedule, make good on all affected trades (two locations). Demolish wall, remove all windows and make good on all affected trades. Demolish 220 mm wall and make good on all affected trades.

The closing date for the bid is 2026-09-07T11:00:00.000Z. No other important dates are specified.

Project architect contact: [email protected]. Department of Health is the client.

Bidders must submit their bids to the specified address. The submission channel is not specified. A bid will be disqualified if any returnable form is left unsigned or omitted.

CIDB grading of 6GB or higher is required. Compliance with the Department of Health's requirements and specifications is mandatory.

Scope: Conversion of Ward 13 to ICU at Job Shimankane Tabane Hospital, Rustenburg.

Demolition works: Demolish 110 mm and 220 mm interior walls; remove all windows in designated areas; remove stainless steel sink, showers, and water closets; remove steel-framed 1500 mm wide doors (some to be built up, others replaced with 813 mm wide steel frame timber doors per door schedule); create opening for 813 mm wide timber sliding door. All demolition to make good on all affected trades.

Finishes: Remove and replace existing vinyl sheeting with similar approved as per architect's specifications. Refer to separate Finishes Schedule booklet for ceiling, floor, wall, and skirting finishes.

General requirements: All dimensions to be checked on site before work commences; do not scale from drawings. Foundations must not encroach stand boundaries. Setting out information from civil engineer. All materials to comply with manufacturer specifications and guidelines. Shop drawings to be submitted to architects for approval before specialist manufacture or installation (including joinery). Expansion joints, construction joints, and setting out per structural engineer's specifications. Sequence and programme of installations to be submitted to architect for comment. All works and trades to be protected during construction; damaged work condemned and made good at contractor's cost. Electrical specifications per electrical engineer's drawings. Sanitary and general fittings per architect's specifications. Internal plumbing and fire reticulation per mechanical engineer's drawings. Bulk sewer and water reticulation per civil engineer's specification. Contractor to submit samples of every fitting, material, or finish to project architect. Instructions on building work may only be issued by project architect; any other instructions at contractor's cost. All discrepancies in drawings to be reported to project architect. Decisions taken without consultation and written instruction borne by contractor including remedial costs. Engineer to inspect all existing walls and advise on structural bearing. All platforms and finished floor levels to be read from structural engineer's drawings. All structural drawings to be obtained from project structural engineer.

Methodology and sequence requirements: All dimensions to be verified on site before work commences; no scaling from drawings. Setting out information to be obtained from civil engineer. All materials to comply strictly with manufacturer specifications and guidelines. Shop drawings to be submitted to architects for approval before any specialist manufacture or installation, including joinery. Expansion joints, construction joints, and setting out to follow structural engineer's specifications and details. Sequence and programme of installations to be submitted to architect for comment. All works and trades to be protected during construction up to completion; damaged work condemned and made good at contractor's cost. Electrical work per electrical engineer's drawings. Sanitary and general fittings per architect's specifications. Internal plumbing and fire reticulation per mechanical engineer's drawings. Bulk sewer and water reticulation per civil engineer's specification. Contractor to submit samples of every fitting, material, or finish to project architect. Instructions on building work may only be issued by project architect; any other instructions at contractor's cost. All discrepancies in drawings to be reported to project architect. Decisions taken without consultation and written instruction borne by contractor including remedial costs. Engineer to inspect all existing walls and advise on structural bearing. All platforms and finished floor levels to be read from structural engineer's drawings. All structural drawings to be obtained from project structural engineer.

CIDB grading 6GB or higher required. CSD registration and valid tax compliance status expected (standard for government tenders).

Conversion of Ward 13 into an ICU at Job Shimankane Tabane Hospital. The sanitary schedule lists required fittings and equipment for the ward.

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Sanitary fittings and equipment for Ward 13 ICU conversion, including wash hand basins, medical basins, water closets (standard and paraplegic), grab rails, soap holders, towel rails, shower drains, paper dispensers, mirrors, shower horses, waste bins, liquid soap dispensers, stainless sinks, sanitary bins, wash troughs, bedpan wash-up sinks, bedpan racks, hydroboils, shower chairs, and glove dispensers. All materials must comply with manufacturer specifications and be approved by the project architect. Shop drawings must be submitted for approval before specialist manufacture or installation. All dimensions to be checked on site; do not scale from drawings. All works must be protected during construction; damaged work will be condemned and made good at contractor's cost.

All dimensions to be checked on site before work commences. Do not scale from drawings. Foundations must not encroach on stand boundaries. Setting out information to be obtained from the civil engineer. Shop drawings to be submitted to the architect for approval before any specialist manufacture or installation.

All internal plumbing and fire reticulation must comply with the mechanical engineer's drawings and specifications.

All works and trades must be protected during construction up to works completion. Damaged work will be condemned and made good at the contractor's cost.

All specified materials must be in strict accordance with their respective manufacturer's specifications and guidelines.

Instructions on building work may only be issued by the project architect. Any instructions undertaken from anyone else are at the cost of the contractor.

Closing date: 2026-09-07T11:00:00.000Z

Conversion of Ward 13 to ICU. CIDB grading 6GB or higher

CIDB grading 6GB or higher

Email: [email protected]

SBD 4 - Declaration of Interest, SBD 6.1 - Preference Points Claim, CIDB grading of 6GB or higher

All internal plumbing and fire reticulation to be done according to mechanical engineers' drawings. All structural drawings to be obtained from the project structural engineer. All platforms and finished floor levels to be read from the structural engineers' drawings. All bulk sewer and water reticulation to be done according to civil engineers' specification. Contractor to submit samples of every fitting or material or finish to the project architect.

All dimensions to be checked on site before work commences. Do not scale from drawings. Foundations not to encroach any stand boundaries. All specified materials to be in strict accordance with their respective manufacturers' specifications and guidelines.

1200 x 600 x 12 mm Nutec fibre cement ceiling board. All works and trades to be protected during construction up to works completion. Damaged work will be condemned and made good at the cost of the contractor.

No specific requirements found

Conversion of Ward 13 into ICU at Job Shimankane Tabane Hospital, Rustenburg. Drawing reference A1002, Stage 2, dated April 2025. Master plan reference: Proposed New Maternity Ward and Upgrades at JST Hospital. Architect: T. Mubaiwa (PrArch21348). Contact: [email protected].

All discrepancies in the drawings must be reported to the project architect. Any decisions taken by the contractor without consultation and written instruction will be at the contractor's cost, including costs to remedy the works.

CIDB grading of 6GB or higher is required. Standard returnable forms include SBD 4 (Declaration of Interest), SBD 6.1 (Preference Points Claim), and SBD 6.2 (Declaration for Local Production and Content).

Scope: Conversion of Ward 13 to ICU at Job Shimankane Tabane Hospital, Rustenburg.

Doors: Multiple door types (Type 6, 7, 8, 9, 10, DV10, D10) with 1.6mm thick double rebated pressed steel frames complying to SANS 1129, complete with lugs, three hinges, adjustable striking plate, and rubber buffers. Frame profiles to suit 115mm, 230mm, and 345mm wall thicknesses. Frame finish: primer, undercoat, and gloss enamel paint to manufacturer's specifications; final colour to architect's specification.

Door leaves: 813 x 2032 x 40mm or 1800 x 2125 x 40mm internal solid laminated doors with hardboard facing; fire rating to be provided where required per fire drawings. Leaf finish: sapele or maple hardwood veneer laminate, single colour for entire project; samples required for architect approval.

Ironmongery: Locksets, push-plates, bolts, keeps, handles/pulls as per ironmongery schedule. Hinges: 3No. pressed steel heavy-duty ball-bearing butt hinges per leaf. Kick plates: 1.6mm brushed stainless steel both sides. Louvres: 600 x 200mm natural anodised aluminium vents. Door closers: standard interior 60-80kg silver. Door stops: DDS-NP-018 floor-mounted hooded 24mm x 45mm nickel (Dormakaba). Master keying system to be allowed for.

Glazing: 200mm x 900mm x 6.38mm laminated safety glass in natural anodised aluminium panels for doors; 6.38mm clear safety glass for windows.

Windows: Type 10 — 600 x 600 x 60mm powder-coated bronze aluminium framing (NKCASA casement type or equally approved), fixed per manufacturer's specifications. Window cills: internal 15 x 150mm Everite cement fibre; external 106 x 220 x 73 plastered single brick on edge. Frames to be firmly screwed and sealed with approved silicon sealant; 10mm overtolerance allowed; openings measured on site before manufacture.

Signage: As per signage drawings and details.

General: All dimensions to be checked on site before work commences; do not scale from drawings. Shop drawings to be submitted to architect for approval before manufacture/installation. Samples of every fitting, material, and finish to be submitted to architect. Instructions only from project architect. Discrepancies to be reported to architect. Structural, electrical, mechanical, and civil drawings/specifications to be obtained from respective engineers. Works to be protected during construction; damaged work made good at contractor's cost.

All dimensions to be verified on site before work commences; no scaling from drawings. Setting out information from civil engineer. Shop drawings for all specialist manufacture and joinery to be submitted to architect for approval before commencement. Expansion and construction joints per structural engineer's specifications. Sequence and programme of installations to be submitted to architect for comment. Electrical specifications per electrical engineer's drawings. Sanitary and general fittings per architect's specifications. Internal plumbing and fire reticulation per mechanical engineer's drawings. Platforms and finished floor levels from structural engineer's drawings. Bulk sewer and water reticulation per civil engineer's specifications. Window frames to be firmly screwed and sealed with approved silicon sealant; 10mm overtolerance; openings measured on site before manufacture. Samples of all fittings, materials, and finishes to be submitted to architect. Instructions only from project architect; discrepancies to be reported to architect.

All materials to comply with respective manufacturers' specifications and guidelines. Door frames: 1.6mm double rebated pressed steel to SANS 1129. Door leaves: solid laminated with hardboard facing, fire-rated where required. Veneer finish: sapele or maple, single colour project-wide; samples for architect approval. Frame finish: primer, undercoat, gloss enamel to manufacturer's specs; final colour to architect. Ironmongery per schedule; hinges: 3No. heavy-duty ball-bearing butt hinges per leaf. Kick plates: 1.6mm brushed stainless steel both sides. Glazing: 6.38mm laminated safety glass (doors), 6.38mm clear safety glass (windows). Window frames: powder-coated bronze aluminium (NKCASA or equal) per manufacturer's specs. Window cills: Everite cement fibre (internal), plastered brick on edge (external). Door closers: standard interior 60-80kg silver. Door stops: Dormakaba DDS-NP-018. Master keying system to be provided. Signage per signage schedule. Finishes schedule provided in separate booklet. All work in strict accordance with structural engineer's specifications and details.

CIDB grading 6GB or higher. CSD registration and valid tax compliance status PIN required (standard). SBD 4, SBD 6.1, SBD 6.2 to be completed and submitted.

Fire-rated doors to be provided where indicated on fire drawings with applicable fire rating periods. Laminated safety glass (6.38mm) required for door and window glazing. Kick plates (1.6mm brushed stainless steel) on both sides of door leaves. Door closers (60-80kg) on specified doors. All structural drawings to be obtained from project structural engineer. Works to be protected during construction; damaged work condemned and made good at contractor's cost. Compliance with SANS 1129 for steel door frames.

The contact information includes an email address: [email protected]. The department is the Department of Health.

Bidders must submit their bids to the specified address. The submission channel is not specified. Bidders must complete and sign all returnable forms, including SBD forms, and submit them with their quotation. Failure to do so may result in disqualification.

The evaluation criteria include a CIDB grading of 6GB or higher. Bidders must comply with specified materials and guidelines.

The technical specifications include requirements for internal plumbing and fire reticulation, structural drawings, and finishes. Bidders must refer to the mechanical engineers' drawings and the project structural engineer's drawings.

The methodology includes requirements for specified materials, shop drawings, and sequence and program of installations. Bidders must submit samples of every fitting or material to the project architect.

Bidders must comply with the specified materials and guidelines. They must also refer to the electrical engineers' drawings and the architects' specifications.

The health and safety requirements include protection of works and trades during construction. Bidders must report any discrepancies in the drawings to the project architect.

The special conditions include protection of works and trades during construction. Bidders must submit samples of every fitting or material to the project architect. Instructions on building work may only be issued by the project architect.

The requirements include compliance with specified materials and guidelines. Bidders must refer to the electrical engineers' drawings and the architects' specifications.

Conversion of Ward 13 to ICU at Job Shimankane Tabane Hospital, Rustenburg. Construction joints and setting-out strictly per structural engineer specifications and details. Sequence and programme of installations to be submitted to architect for comment.

Closing date: 7 September 2026 at 11:00. No compulsory briefing session or site visit dates are stated in this document.

Procuring entity: North West Department of Health. Project architect contact: [email protected]. No SCM or technical contact names, phone numbers or submission address are provided in this document.

Only contractors with a valid CIDB grading of 6GB or higher may bid. Bidders must be registered on the Central Supplier Database (CSD) and have a compliant tax status. Standard National Treasury returnable forms (SBD 1, SBD 3.1/3.2/3.3, SBD 4, SBD 6.1, SBD 6.2, SBD 8, SBD 9 and Authority to Sign) must be completed, signed and submitted with the bid.

Scope: Conversion of Ward 13 to ICU at Job Shimankane Tabane Hospital, Rustenburg.

General requirements:

• All dimensions to be verified on site before work commences; do not scale from drawings.
• Foundations must not encroach on stand boundaries.
• All setting-out information from civil engineer; expansion, construction joints and setting-out per structural engineer.
• All specified materials to comply strictly with manufacturer specifications.
• Shop drawings for all specialist manufacture and joinery to be submitted to architect for approval before commencement.
• Sequence and programme of installations to be submitted to architect for comment.
• All works and trades to be protected during construction; damaged work condemned and made good at contractor's cost.
• Samples of every fitting, material or finish to be submitted to project architect.
• Instructions on building work only from project architect; other instructions at contractor's cost.
• Discrepancies in drawings to be reported to project architect; decisions without written instruction borne by contractor.
• Electrical specifications per electrical engineer drawings; sanitary and general fittings per architect specifications; internal plumbing and fire reticulation per mechanical engineer drawings; structural drawings from project structural engineer; floor levels from structural engineer drawings; bulk sewer and water reticulation per civil engineer specification.

Finishes schedule (Ward 13):

Floors:

• F1: 500x500x10mm UNION Glazed Porcelain tiles (Code: ELEOCH30x60) on 40mm smooth screed, 5mm grout joints per architect approval.
• F2: FloorworX Elite 2.0mm vinyl sheet flooring (EN 649) in FloorworX No. 62 Plus acrylic adhesive (A24F) at 5.5–6.5 m²/litre, rolled with 68kg three-sectional roller, joints welded, coved with MCF54 cove fillet to 300mm skirting.
• F3: 40mm thick smooth finished grano floor.

Interior walls:

• WF1: 152x152x5mm white glazed ceramic tiles on 20mm plaster backing, 5mm grout joints, to underside of ceiling.
• WF2: Plaster per SABS 1090, minimum 10mm thickness, SABS 0164-1 strength. Paint system: Plascon Professional Gypsum & Plaster Primer (PP 700), then two coats Plascon Professional Eggshell Enamel (PSB 700/TEG tint range) per architect colour. Substrate moisture <8% (Doser Hygrometer BD2).
• WF3: Splashbacks – 152x152x5mm white glazed ceramic tiles on 20mm plaster, to window lintel level.
• WF4: Facebrick – Blue Barley Travertin FBS Travertine.

Doors:

• DF1: Timber doors – knots sealed with Plascon Woodcare Knotseal, moisture content ≤14% (Doser BD2). Primer: Plascon Professional Wood Primer (PP 800), finish: two coats Plascon Professional Eggshell Enamel (PSB 700/TEG).
• DF2: Steel door frames – sanded, red oxide primer, one coat universal undercoat, two coats gloss enamel.
• DF3: Steel doors – same preparation and finish as DF2.
• DF4: 60mm powder-coated shiny bronze aluminium framing, NKCASA casement type for 16mm combinations, HBS Systems or equal, fixed per manufacturer specs.
• DF5: 60mm powder-coated shiny bronze aluminium door frames, NKCASA casement type, HBS Systems or equal.

Ceilings:

• C1: 600x1200x15mm mineral fibre acoustic tiles (SABS 803) on pre-painted 24mm T-grid suspension system.
• C2: 12mm NUTECH ceiling boards on 38x38mm h/d brandering, 75x12mm gypsum plaster cornice. Paint system as per WF2.
• C3: Skimmed cement slab soffit – cement paste backwash.

Window cills:

• WCF1: 15x150mm NUTECH EVERITE cement fibre cills with fixing lugs per manufacturer specs.
• WCF2: 152x152x5mm white glazed ceramic tiles on 20mm plaster, 5mm grout joints.
• WCF3: Plaster and painted cills to match wall paint finish.

Floor skirtings:

• SK1: 150mm high glazed tile to match floor tiles.
• SK2: 300mm high vinyl coved skirting per vinyl flooring spec.
• SK3: 19x76mm meranti with 19x14mm meranti quadrant, two coats clear varnish per manufacturer specs.

Shop drawings for all specialist manufacture and joinery to be submitted to architect for approval before commencement. Sequence and programme of installations to be submitted to architect for comment. All works and trades to be protected during construction up to completion; damaged work condemned and made good at contractor's cost. Samples of every fitting, material or finish to be submitted to project architect. Instructions on building work only from project architect; other instructions at contractor's cost. Discrepancies in drawings to be reported to project architect; decisions without written instruction borne by contractor including remedial costs.

Do not scale from drawings. All dimensions to be checked on site before work commences.

CIDB grading 6GB or higher. CSD registration. Valid tax compliance status. Completion of standard National Treasury returnable forms: SBD 1 (Invitation to Bid), SBD 3.1/3.2/3.3 (Pricing Schedule), SBD 4 (Declaration of Interest), SBD 6.1 (Preference Points Claim), SBD 6.2 (Local Production and Content), SBD 8 (Past SCM Practices), SBD 9 (Independent Bid Determination), and Authority to Sign / Board Resolution.

All products and materials must be applied strictly in accordance with the relevant manufacturer Product Data Sheets to facilitate the manufacturer's guarantee.

Foundations not to encroach stand boundaries. All setting-out information from civil engineer. All specified materials per manufacturer specifications. Expansion joints, construction joints and setting-out per structural engineer. Electrical specifications per electrical engineer drawings. Sanitary and general fittings per architect specifications. Internal plumbing and fire reticulation per mechanical engineer drawings. Structural drawings from project structural engineer. Floor levels from structural engineer drawings. Bulk sewer and water reticulation per civil engineer specification.

The project involves the conversion of Ward 13 to ICU at Job Shimankane Tabane Hospital. The contractor must provide doors with specified frames, leaves, and finishes.

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Bidders must submit their bids to the Department of Health. All discrepancies in the drawing must be reported to the project architect. Any instructions undertaken from anyone else will be at the cost of the contractor.

SBD 4 - Declaration of Interest, SBD 6.1 - Preference Points Claim, SBD 6.2 - Declaration for Local Production and Content, and CIDB grading of 6GB or higher

Doors must be 813 x 2032 x 40mm thick Internal solid laminated doors with hardboard facing. Frames must be 1.6mm thick double rebated pressed steel metal frames complying to SANS 1129. Door leaves must be finished with either a sapele or Maple hardwood veneer laminate.

The contractor must check all dimensions on site before work commences. The contractor must not scale from drawings. Foundations must not encroach any stand boundaries.

Frame profiles must suit wall thickness as per floor plans. Frame finish must be prepared and applied as per manufacturer's specifications. Door leaves must be finished with either a sapele or Maple hardwood veneer laminate.

The contractor must ensure that all works and trades are protected during construction up to works completion. Damaged work will be condemned and made good at the cost of the contractor.

The evaluation criteria include SBD 4, SBD 6.1, SBD 6.2, and CIDB grading of 6GB or higher.