Ntabankulu Local Municipality
Formwork
Construction of Gxwaleni to Maliwa ( Concrete Slab) phase 2 in ward 18
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Formwork
Construction of Gxwaleni to Maliwa ( Concrete Slab) phase 2 in ward 18
Tender Close Date:
Formwork
Emergency installation of water tanks at various schools in the eastern cape province
1 preliminaries and general 1. 1 site establishment inclusive of transport, storage, tools equipment etc item 1 1. 2 ohs complaince : provision for barricading working area item 1 1. 3 ohs complaince : provision for ppe hard hat, safety vest, safety boots item 1 1. 4 ohs complaince : provision for safety file and medicals item 1 1. 5 sitede establishment item 1 2. earthworks 2. 1 clear work area of top soil base **** mm long x **** wide four tanks m2 59, 39 2. 2 clear work area of top soil vdrain 14 000 mm long x 600 mm wide four tanks m2 8, 40 3 2. 3 excavate for concrete ground beam **** mm long x 380 mm wide x 300 mm deep four tanks m 3, 16 2. 4 excavate for vdrain 14 000 mm long x 600 mm wide x 100 mm deep four tanks m3 0, 84 2. 5 excavate for concrete tank stand base **** mm long x **** mm wide x 300 mm deep four tanks m3 2, 36 2. 6 extra over excavations in earth for excavation in soft rock. m3 1, 58 2. 7 dispose of spoil material off site m3 3, 22 2. 8 backfilling with excavated material to m6 block
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Formwork
Annexure a building maintenance boq
1 x pressure pump and control panel 0, 75kw replacement of pressure pump 0, 75kw replacement of pressure pump 1, 7kw min to 3, 5kw drilling: unconsolidated and consolidated sediments and igneous and metamorphic rocks for bore holes. rotary air percussion 152 mm diameter m section external works casing, including supply, delivery and installation, but not including reaming, casing upvc casing class 6 to be perforated at the bottom where water table is reached for borehole. 110 mm m steel casing slotted 165 mm state wall thickness here as 4 mm m 215 mm state wall thickness here as 4. 5 mm m 254 mm state wall thickness here as 4, 5 mm m 273 mm state wall thickness here as 6 mm m reaming of boreholes up to **** 165 mm to 203 219 mm diameter m 203 219 mm to 254 mm diameter m 152 165 mm to 254 mm diameter m sitting borehole sitting site assessment no desk study m sitting no testing supervision sampling for water quality test and reporting no blow yield tests hr operations and maintenance manuals 4 copies yearly
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Formwork
TD 02/04/2026: Supply And Delivery Of Construction Materials To Oudtshoorn Municipality For A Period 01 July 2026 Ending 30 June 2029
Formwork/ Stage 3 Formwork
= 95% Mod AASHTO Layer shall be levelled to 10 mm tolerance. 5. 4 Proof Rolling Proof roll the prepared base with a loaded truck or roller. Any deflection or pumping shall be rectified before proceeding. 6. 0 STAGE 3 - FORMWORK, JOINTS AND EDGE RESTRAINT 6. 1 Formwork Rigid steel or timber formwork securely fixed. No deformation under concrete pressure. Release agents shall not contaminate concrete. 6. 2 Movement Joints ( Critical) Provide saw- cut contraction joints at: Maximum 4. 0 m × 4. 0 m panels Saw c
Reconstruction of heavy- duty concrete apron warehouse truck access
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