{"text_format":"3","workbook":"xlsx","n_sheets":5,"sheets":["40m2","45m2 Disable","50m2","55m2 Disable","Summary"],"read":"whole","date_system":"1900"}

{"sheet":"40m2","index":0,"n_rows":160,"n_cols":6,"rows_kept":160,"merged":[[0,0,0,5],[1,0,1,5],[159,1,159,5]]}
["CONSTRUCTION OF 2000 HOUSES IN THE FREE STATE  - Bid-"]
["Construction of 40m2 houses "]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"Note: consider the distance to major cities for material supply cost."]
[]
[null,"SECTION 1"]
[]
[null,"PRELIMINARY AND GENERAL"]
[]
[null,"Compliance with the Occupational Health and Safety Act (Act 85 of 1993) and Covid-19 regulations","sum",1]
[]
[null,"EARTHWORKS (PROVISIONAL)"]
[null,"Imported filling G5 material supplied by the contractor and compacted to 98%\nMod AASHTO density in 150mm thick layers\n","NO",950]
[null,"WATER SUPPLY (PROVISIONAL)"]
[null,"A provisional rate for water supply in water scares Municipal areas for construction only, for all related construction activities. ","NO",950]
[]
[null,"HARD ROCK EXCAVATION (PROVISIONAL)"]
[null,"A provisional rate for hard rock encounters on site. ","NO",950]
[]
[null,"GEOTECHNICAL INVESTIGATION REPORT (PROVISIONAL)"]
[]
[null,"Aprovisional rate for conduction geotechnical engineering report in areas where there is no report. The report should comply with the NHBRC GSFH II requirements.","NO",950]
[]
[null,"DEMOLISHING"]
[]
[null,"A provisional rate for demolishing of structure including the removal of rubble and cleaning the area.","NO",95]
[]
[null,"SOLAR SYSTEM"]
[]
[null,"A Provisional rate for the supply and installation of solar system complete for lighting the house.","NO",950]
[]
[null,"TOTAL  SECTION SUMMARY"]
[]
[]
[null,"SECTION 2"]
[]
[null,"FOUNDATIONS "]
[]
[null,"SIZE OF FOUNDATION: 40M2","NO",950]
[null,"2.1.Site clearance, concrete, formwork and reinforcement."]
[null,"Backfilling and compaction for floor, and poisoning. Correct positioning of DPM, concrete slab (150mm above ground level). DPM to be 250 micron"]
[null,"All levels and dimensions to be confirmed on site before construction work commences."]
[null,"2.1.1.      No materials containing asbestos must be used."]
[null,"1.1.2.      All materials and product to conform to SANS."]
[null,"2.1.3.      All alternative building technology products to have agreement certificate."]
[null,"Site clearance to be 1.5m from the wall."]
[null,"Foundations to be a minimum of 20Mpa"]
[]
[null,"1.2.        SUBSTRUCTURE"]
[null,"1.2.1.All foundations, foundation walls, structural concrete work as per engineer’s specification and details."]
[null,"Storm water drainage (Apron) acccording to 'Typical Edge Beam and concrete apron detail' or as per engineer’s specification. The finished ground level must direct water away from the building"]
[]
[null,"NB: Where shattering is used, all shatters to be plumbed and supported by struts placed at 400c/c and the shatters have the minimum sizes of 150mm height."]
[null,"2.2.2.Compaction to be done by mechanical means in 150mm layers."]
[null,"NB:The maximum height of 400mm measured by beneath of all slab from the lowest point, the compaction shall be done by certified competent person. NHBRC Part3-2.6."]
[]
[null,"1.3.        FLOORS"]
[null,"1.3.1.Concrete surface bed, thickness as per engineer’s detail and spec, with rough / wooden float finishing to allow screed."]
[null,"1.3.2.Screed: 25mm thick cement mortar (class ll mortar) in 1:3."]
[null,"1.3.3.Screed must be smoothly finished and it must cover spread bars at all door frames. Maintaining a gap of 5mm maximum between doors and finished floor level. ( Internal and External)"]
[null,"NB: If the slab is power floated, consider using non screeded door frame."]
[null,"Alternative method of maintaining a gap of 5mm maximum between doors and floor finish must be approved by the Department."]
[null,"2.3.4.Under floor membrane to be laid in accordance to NHBRC Part 3-2.7."]
[null,"Concrete spacers with minimum 7Mpa should be used."]
[]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[]
[null,"SECTION 3"]
[]
[null,"WALL PLATES (SUPERSTRUCTURE)"]
[null,"SIZE OF WALLPLATE: 40M2","NO",950]
[null,"3.1.1.External Walls: 140mm brick wall thick in 1:3 290mm x 140mm x 90mm red gem bricks or cement maxi quantum with a minimum strength of 7MPa class ll mortar (1:3)."]
[null,"Internal walls to be at least 2.4m above finished floor level, consisting of atleast 4 layers above windows, lintels and doors."]
[null,"Internal wall to be minimum of 110mm width with 10mm pips and joints, with a minimum strength of 7MPa "]
[null,"Where external and internal walls join,both walls must be connected with brickforce. No raking will be allowed."]
[null,"No hollow blocks or bricks with ash content or cracks may be used."]
[null,"Semi face finishing externally, constructed using gauge of 12mm maximum and ensuring mortar is well polished by running the joint tool between the bricks. Half round Joint and Straight Joint are not allowed or considered brick manufacture requirement."]
[null,"3.1.2.External plaster belt to be 15mm thick wooded float finish (1:3cm) with depth that covers roof ties and should be painted (2coat PVA paint). Internal plaster to be 15mm thick wooded float finish."]
[null,"3.1.3. Brick Force: Install 2.8mm dia by 110mm wide reinforcement at every 3rd course and in each course above window and door level on both internal and external walls (including gables)."]
[null,"Brickforce to be continuous through the internal and external walls"]
[null,"3.1.4. DPC: 250 micron dpc to be laid at the minimum level of 150mm above ground level."]
[null,"2.1.5. Door Frames: 140mm door frame must be used for proper wrapping around 140mm walls, all lugs horizontally fixed into the walls to secure walls and frames. All frames must be positioned to the correct hand as per house plan, LH /RH. Frames must be braced on top and bottom, plumbed both directions and check the top of the frame level using spirit level before commencing with brick work to maintain squaring of the door frames. Spreader bars must be covered by screed. Lintols to be installed above all openings."]
[null,"2.1.6. Window Frames: All window frames must be plumbed and centered in the middle of the rooms, all lugs horizontally fixed into the walls to secure window frame to the wall. Lintols to be installed above all openings."]
[null,"3.1.7. Top of window and door frames to be at the same level."]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[null,"3.1.8 All internal walls must be painted: 1 undercoat and 2 coats emulsion paint to be used for internal walls"]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"SECTION 4"]
[]
[null,"4.1 COMPLETION"]
[null,"SIZE OF COMPLETION: 40M2","NO",950]
[null,"4.1.      0.5z200 corrugated / IBR sheets chromaderk (Factory Painted) cranked or ridged flashing with broad flute closer. 100 x 50 x 20 x 2.5mm cold formed lipped channel beams laid at 990mm c/c and fixed to wall by roof anchors at both internal and external gable walls, and 32 x 25 x 10 x 2mm thick eave section wall plate to be fixed by roof anchors spaced at 750 c/c. Roof pitch @ 15 degrees. Part3, section3, table 12.5.2 of the NHBRC manual."]
[null,"4.2.Exposed part of lip channels must be painted with 2 coats of enamel paint, same colour with door and window frames. (Exterior)."]
[null,"4.3.Double stranded of 4mm galvanized iron roof ties @ 6 courses. Competent person to confirm roof ties before plastering."]
[null,"4.4.The overhang to be 300mm and gable end to be 200mm, hook bolts or setscrews to be used.    NB: If contractors desired to use timber beams/ trusses, rational design must be done by professional structural engineer and submitted to NHBRC for approval."]
[]
[null,"4,2.        DOORS & WINDOWS"]
[null,"4.2.1 Apply suitable diameter cylindrical lengths to putty that is long enough for each side of the steel window frame to receive 3mm clear float glass pane. "]
[null,"4.2.2. Window Frames built in with 250 micron dpc below window sill . Window frame material to comply with SANS 727. Window frame to be used are FX7 steel window frames or aluminium windows.Window stays and handles all in solid brass material. "]
[null,"4.2.3. 1.2mm thick external heavy duty door frames. 1.0 thick heavy cluty doors (combi/ shawll door) with 3 lever mortice upright lock with chrome finish handles – SABS approved."]
[null,"4.2.4. 1.2mm thick internal heavy duty door frames and 813 x 2030 veneer finish hollow core doors with 3 lever mortice upright lock with chrome finish handles- SABS approved."]
[null,"4.2.5 Window and door frames (internal and external) must be cleaned and apply a universal undercoat on frames and putty. Apply final layer of enamel paint (same colour for window and doors)."]
[null,"The size of the front (north-street) elevation windows must be ND4 x2 each measuring 1511mm x 1245mm low E clear safety glass. The windows at the rear (south-back) elevation of the dwelling must be ND4 x 1 windows measuring 1511mm wide and 1245mm high Low E clear safety glass. Bathroom and window type NE1 533mm x 654 mm low opaque safety glass."]
[null,"Meranti solid doors or hardwood doors which are SABS approved to be used for external doors. Wooden doors to be treated with 2 coats of wood protector. All  external doors to be fitted with an SABS approved 3 lever mortice lock, each with 2 keys. No barrel bolts"]
[null,"The minimum guage to be 1.2mm. All internal doors to be fitted with SABS approved 2 lever mortice locks, each with 2 locks"]
[null,"Note: Provide concrete lintels above all window frames and at the openings. No Clisco windowns must be used. Window sills to be installed below all windows. No steel doors are allowed internally"]
[]
[null,"4.3.       CEILING"]
[null,"4.3.1 Only SABS approved ceiling boards to be used"]
[null,"4.3.2 4mm thick ceiling board to be used"]
[null,"4.3.3 Brandering to be used must be 38 x 50mm at 600 c/c"]
[null,"4.3.4 H - Profile PVC joint strips to be used"]
[null,"4.3.5 32 x 2.5 mm serrated nails to be used to fix the ceiling"]
[null,"4.3.6 Corncices to be installed"]
[null,"4.3.7 A ceiling with the prescribed air gap for the entire dwelling; above-ceiling insulation, 130mm mineral wool blanket or similar approved to SANS 10400 XA"]
[]
[null,"4.4.       PLUMBING"]
[null,"4.4.1 Toilet and Bath tub to be installed  according to specification"]
[null,"4.4.2 Wash handbasin to be installed according to specification"]
[null,"4.4.3  Water and sewer pipes connected according to specification"]
[]
[null,"4.5.       ELECTRICITY"]
[null,"4.5.1 Cubing of entire house for light switches, plugs and lights according to the specification"]
[null,"Transfer of electricity from the shack, where applicable, as per the specification"]
[]
[null,"4.6.       KITCHEN SINK AND CUPBOARD"]
[null,"4.6.1 750 x 400mm Stainless Steel sink to be provided and installed. The sink to be installed complete with cupboard 1200 x 600mm high"]
[]
[null,"4.7.       HOUSE NUMBERING"]
[null,"4.7.1 All houses to be numbered correctly with a standard permanent metal house number plate/ neatly stencilled house number facing the street"]
[]
[null,"4.8 Geyser"]
[null,"150L dual horizontal Geyser complete with pressure control valve, drip tray and all other components to be installed. The geyser and pipework should be tested for any leaks and left in a working condition. Install snap-on-pipe insulation around pipes running to and from the geyser."]
[null,"Insulate the first 2 metres of the cold water pipe from the geyser inlet. Insulate all exposed hot water pipes"]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
[null,"SECTION 5"]
[]
[null,"ENGINEERING SERVICES"]
[null,"Foundation design","NO",950]
[null,"Design of house plans","NO",950]
[]
[null,"ENGINEERS CERTIFICATES"]
[]
[null,"5.1.      Foundation inspection including issuing of Engineer Foundation Certificate","NO",950]
[null,"5.2.       Wall plate inspection including issuing of Engineer Superstructure Certificate","NO",950]
[null,"5.3.       Roof inspection including issuing of Engineer Roofing Certificate and Occupation Certificate","NO",950]
[]
[null,"TOTAL  SECTION SUMMARY"]
[null,"TOTAL  SUMMARY"]
[]
[null,"NOTE: THE QUANTITIES REFLECTING IN THE BOQ ARE PROVISIONAL QUANTITIES ONLY AND WILL BE CONFIRMED UPON VERIFICATION ONCE APPOINTMENTS ARE FINALISED"]

{"sheet":"45m2 Disable","index":1,"n_rows":161,"n_cols":6,"rows_kept":161,"merged":[[0,0,0,5],[1,0,1,5],[160,1,160,5]]}
["CONSTRUCTION OF 2000 HOUSES IN THE FREE STATE  - Bid-"]
["Construction of 45m2 houses "]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"Note: consider the distance to major cities for material supply cost."]
[]
[null,"SECTION 1"]
[]
[null,"PRELIMINARY AND GENERAL"]
[]
[null,"Compliance with the Occupational Health and Safety Act (Act 85 of 1993) and Covid-19 regulations","Sum",1]
[]
[null,"EARTHWORKS (PROVISIONAL)"]
[null,"Imported filling G5 material supplied by the contractor and compacted to 98%\nMod AASHTO density in 150mm thick layers\n","NO",50]
[null,"WATER SUPPLY (PROVISIONAL)"]
[null,"A provisional rate for water supply in water scares Municipal areas for construction only, for all related construction activities. ","NO",50]
[]
[null,"HARD ROCK EXCAVATION (PROVISIONAL)"]
[null,"A provisional rate for hard rock encounters on site. ","NO",50]
[]
[null,"GEOTECHNICAL INVESTIGATION REPORT (PROVISIONAL)"]
[]
[null,"A Provisional rate for conduction geotechnical engineering report in areas where there is no report. The report should comply with the NHBRC GSFH II requirements.","NO",50]
[]
[null,"DEMOLISHING"]
[]
[null,"A provisional rate for demolishing of structure including the removal of rubble and cleaning the area.","NO",5]
[]
[null,"SOLAR SYSTEM"]
[]
[null,"A Provisional rate for the supply and installation of solar system complete for lighting the house.","NO",50]
[]
[]
[null,"TOTAL  SECTION SUMMARY"]
[]
[]
[null,"SECTION 2"]
[]
[null,"FOUNDATIONS "]
[]
[null,"SIZE OF FOUNDATION: 45M2","NO",50]
[null,"2.1.Site clearance, concrete, formwork and reinforcement."]
[null,"Backfilling and compaction for floor, and poisoning. Correct positioning of DPM, concrete slab (150mm above ground level). DPM to be 250 micron"]
[null,"All levels and dimensions to be confirmed on site before construction work commences."]
[null,"2.1.1.      No materials containing asbestos must be used."]
[null,"1.1.2.      All materials and product to conform to SANS."]
[null,"2.1.3.      All alternative building technology products to have agreement certificate."]
[null,"Site clearance to be 1.5m from the wall."]
[null,"Foundations to be a minimum of 20Mpa"]
[]
[null,"1.2.        SUBSTRUCTURE"]
[null,"1.2.1.All foundations, foundation walls, structural concrete work as per engineer’s specification and details."]
[null,"Storm water drainage (Apron) acccording to 'Typical Edge Beam and concrete apron detail' or as per engineer’s specification. The finished ground level must direct water away from the building"]
[]
[null,"NB: Where shattering is used, all shatters to be plumbed and supported by struts placed at 400c/c and the shatters have the minimum sizes of 150mm height."]
[null,"2.2.2.Compaction to be done by mechanical means in 150mm layers."]
[null,"NB:The maximum height of 400mm measured by beneath of all slab from the lowest point, the compaction shall be done by certified competent person. NHBRC Part3-2.6."]
[]
[null,"1.3.        FLOORS"]
[null,"1.3.1.Concrete surface bed, thickness as per engineer’s detail and spec, with rough / wooden float finishing to allow screed."]
[null,"1.3.2.Screed: 25mm thick cement mortar (class ll mortar) in 1:3."]
[null,"1.3.3.Screed must be smoothly finished and it must cover spread bars at all door frames. Maintaining a gap of 5mm maximum between doors and finished floor level. ( Internal and External)"]
[null,"NB: If the slab is power floated, consider using non screeded door frame."]
[null,"Alternative method of maintaining a gap of 5mm maximum between doors and floor finish must be approved by the Department."]
[null,"2.3.4.Under floor membrane to be laid in accordance to NHBRC Part 3-2.7."]
[null,"Concrete spacers with minimum 7Mpa should be used."]
[]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[]
[null,"SECTION 3"]
[]
[null,"WALL PLATES (SUPERSTRUCTURE)"]
[null,"SIZE OF WALLPLATE: 45M2","NO",50]
[null,"3.1.1.External Walls: 140mm brick wall thick in 1:3 290mm x 140mm x 90mm red gem bricks or cement maxi quantum with a minimum strength of 7MPa class ll mortar (1:3)."]
[null,"Internal walls to be at least 2.4m above finished floor level, consisting of atleast 4 layers above windows, lintels and doors."]
[null,"Internal wall to be minimum of 110mm width with 10mm pips and joints, with a minimum strength of 7MPa "]
[null,"Where external and internal walls join,both walls must be connected with brickforce. No raking will be allowed."]
[null,"No hollow blocks or bricks with ash content or cracks may be used."]
[null,"Semi face finishing externally, constructed using gauge of 12mm maximum and ensuring mortar is well polished by running the joint tool between the bricks. Half round Joint and Straight Joint are not allowed or considered brick manufacture requirement."]
[null,"3.1.2.External plaster belt to be 15mm thick wooded float finish (1:3cm) with depth that covers roof ties and should be painted (2coat PVA paint). Internal plaster to be 15mm thick wooded float finish."]
[null,"3.1.3. Brick Force: Install 2.8mm dia by 110mm wide reinforcement at every 3rd course and in each course above window and door level on both internal and external walls (including gables)."]
[null,"Brickforce to be continuous through the internal and external walls"]
[null,"3.1.4. DPC: 250 micron dpc to be laid at the minimum level of 150mm above ground level."]
[null,"2.1.5. Door Frames: 140mm door frame must be used for proper wrapping around 140mm walls, all lugs horizontally fixed into the walls to secure walls and frames. All frames must be positioned to the correct hand as per house plan, LH /RH. Frames must be braced on top and bottom, plumbed both directions and check the top of the frame level using spirit level before commencing with brick work to maintain squaring of the door frames. Spreader bars must be covered by screed. Lintols to be installed above all openings."]
[null,"2.1.6. Window Frames: All window frames must be plumbed and centered in the middle of the rooms, all lugs horizontally fixed into the walls to secure window frame to the wall. Lintols to be installed above all openings."]
[null,"3.1.7. Top of window and door frames to be at the same level and installation must be done to suit the disabled."]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[null,"3.1.8 All internal walls must be painted: 1 undercoat and 2 coats emulsion paint to be used for internal walls"]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"SECTION 4"]
[]
[null,"4.1 COMPLETION"]
[null,"SIZE OF COMPLETION: 45M2","NO",50]
[null,"4.1.      0.5z200 corrugated / IBR sheets chromaderk (Factory Painted) cranked or ridged flashing with broad flute closer. 100 x 50 x 20 x 2.5mm cold formed lipped channel beams laid at 990mm c/c and fixed to wall by roof anchors at both internal and external gable walls, and 32 x 25 x 10 x 2mm thick eave section wall plate to be fixed by roof anchors spaced at 750 c/c. Roof pitch @ 15 degrees. Part3, section3, table 12.5.2 of the NHBRC manual."]
[null,"4.2.Exposed part of lip channels must be painted with 2 coats of enamel paint, same colour with door and window frames. (Exterior)."]
[null,"4.3.Double stranded of 4mm galvanized iron roof ties @ 6 courses. Competent person to confirm roof ties before plastering."]
[null,"4.4.The overhang to be 300mm and gable end to be 200mm, hook bolts or setscrews to be used.    NB: If contractors desired to use timber beams/ trusses, rational design must be done by professional structural engineer and submitted to NHBRC for approval."]
[]
[null,"4,2.        DOORS & WINDOWS"]
[null,"4.2.1 Apply suitable diameter cylindrical lengths to putty that is long enough for each side of the steel window frame to receive 3mm clear float glass pane. "]
[null,"4.2.2. Window Frames built in with 250 micron dpc below window sill . Window frame material to comply with SANS 727. Window frame to be used are FX7 steel window frames or aluminium windows.Window stays and handles all in solid brass material. "]
[null,"4.2.3. 1.2mm thick external heavy duty door frames. 1.0 thick heavy cluty doors (combi/ shawll door) with 3 lever mortice upright lock with chrome finish handles – SABS approved. The door frame must be suitable size for the disabled and according to the specification for the disabled. "]
[null,"4.2.4. 1.2mm thick internal heavy duty door frames and 813 x 2030 veneer finish hollow core doors with 3 lever mortice upright lock with chrome finish handles- SABS approved."]
[null,"4.2.5 Window and door frames (internal and external) must be cleaned and apply a universal undercoat on frames and putty. Apply final layer of enamel paint (same colour for window and doors)."]
[null,"The size of the front (north-street) elevation windows must be ND4 x2 each measuring 1511mm x 1245mm low E clear safety glass. The windows at the rear (south-back) elevation of the dwelling must be ND4 x 1 windows measuring 1511mm wide and 1245mm high Low E clear safety glass. Bathroom and window type NE1 533mm x 654 mm low opaque safety glass."]
[null,"Meranti solid doors or hardwood doors which are SABS approved to be used for external doors. Wooden doors to be treated with 2 coats of wood protector. All  external doors to be fitted with an SABS approved 3 lever mortice lock, each with 2 keys. No barrel bolts"]
[null,"The minimum guage to be 1.2mm. All internal doors to be fitted with SABS approved 2 lever mortice locks, each with 2 locks"]
[null,"Note: Provide concrete lintels above all window frames and at the openings. No Clisco windowns must be used. Window sills to be installed below all windows. No steel doors are allowed internally"]
[]
[null,"4.3.       CEILING"]
[null,"4.3.1 Only SABS approved ceiling boards to be used"]
[null,"4.3.2 4mm thick ceiling board to be used"]
[null,"4.3.3 Brandering to be used must be 38 x 50mm at 600 c/c"]
[null,"4.3.4 H - Profile PVC joint strips to be used"]
[null,"4.3.5 32 x 2.5 mm serrated nails to be used to fix the ceiling"]
[null,"4.3.6 Corncices to be installed"]
[null,"4.3.7 A ceiling with the prescribed air gap for the entire dwelling; above-ceiling insulation, 130mm mineral wool blanket or similar approved to SANS 10400 XA"]
[]
[null,"4.4.       PLUMBING"]
[null,"4.4.1 Toilet and Bath tub to be installed  according to specification for the disabled bathroom."]
[null,"4.4.2 Wash handbasin to be installed according to specification for the disabled bathroom."]
[null,"4.4.3  Water and sewer pipes connected according to specificationfor the disabled bathroom."]
[]
[null,"4.5.       ELECTRICITY"]
[null,"4.5.1 Cubing of entire house for light switches, plugs and lights according to the specification"]
[null,"Transfer of electricity from the shack, where applicable, as per the specification"]
[]
[null,"4.6.       KITCHEN SINK AND CUPBOARD"]
[null,"4.6.1 750 x 400mm Stainless Steel sink to be provided and installed. The sink must meet the requirements for a disabled person."]
[]
[null,"4.7.       HOUSE NUMBERING"]
[null,"4.7.1 All houses to be numbered correctly with a standard permanent metal house number plate/ neatly stencilled house number facing the street"]
[]
[null,"4.8 Geyser"]
[null,"150L dual horizontal Geyser complete with pressure control valve, drip tray and all other components to be installed. The geyser and pipework should be tested for any leaks and left in a working condition. Install snap-on-pipe insulation around pipes running to and from the geyser."]
[null,"Insulate the first 2 metres of the cold water pipe from the geyser inlet. Insulate all exposed hot water pipes"]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
[null,"SECTION 5"]
[]
[null,"ENGINEERING SERVICES"]
[null,"Foundation design","NO",{"$f":"D40","v":50}]
[null,"Design of house plans","NO",1000]
[]
[null,"ENGINEERS CERTIFICATES"]
[]
[null,"5.1.      Foundation inspection including issuing of Engineer Foundation Certificate","NO",{"$f":"D40","v":50}]
[null,"5.2.       Wall plate inspection including issuing of Engineer Superstructure Certificate","NO",{"$f":"D74+D75","v":50}]
[null,"5.3.       Roof inspection including issuing of Engineer Roofing Certificate and Occupation Certificate","NO",{"$f":"D99","v":50}]
[]
[null,"TOTAL SECTION SUMMARY"]
[null,"TOTAL  SUMMARY"]
[]
[null,"NOTE: THE QUANTITIES REFLECTING IN THE BOQ ARE PROVISIONAL QUANTITIES ONLY AND WILL BE CONFIRMED UPON VERIFICATION ONCE APPOINTMENTS ARE FINALISED"]

{"sheet":"50m2","index":2,"n_rows":160,"n_cols":6,"rows_kept":160,"merged":[[0,0,0,5],[1,0,1,5],[159,1,159,5]]}
["CONSTRUCTION OF 2000 HOUSES IN THE FREE STATE  - Bid-"]
["Construction of 50m2 houses "]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"Note: consider the distance to major cities for material supply cost."]
[]
[null,"SECTION 1"]
[]
[null,"PRELIMINARY AND GENERAL"]
[]
[null,"Compliance with the Occupational Health and Safety Act (Act 85 of 1993) and Covid-19 regulations","sum",1]
[]
[null,"EARTHWORKS (PROVISIONAL)"]
[null,"Imported filling G5 material supplied by the contractor and compacted to 98%\nMod AASHTO density in 150mm thick layers\n","NO",950]
[null,"WATER SUPPLY (PROVISIONAL)"]
[null,"A provisional rate for water supply in water scares Municipal areas for construction only, for all related construction activities. ","NO",950]
[]
[null,"HARD ROCK EXCAVATION (PROVISIONAL)"]
[null,"A provisional rate for hard rock encounters on site. ","NO",950]
[]
[null,"GEOTECHNICAL INVESTIGATION REPORT (PROVISIONAL)"]
[]
[null,"Aprovisional rate for conduction geotechnical engineering report in areas where there is no report. The report should comply with the NHBRC GSFH II requirements.","NO",950]
[]
[null,"DEMOLISHING"]
[]
[null,"A provisional rate for demolishing of structure including the removal of rubble and cleaning the area.","NO",95]
[]
[null,"SOLAR SYSTEM"]
[null,"A provisional rate for supply and installation of a Solar system complete for lighting of the houses.","NO",950]
[]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
[]
[null,"SECTION 2"]
[]
[null,"FOUNDATIONS "]
[]
[null,"SIZE OF FOUNDATION: 50M2","NO",950]
[null,"2.1.Site clearance, concrete, formwork and reinforcement."]
[null,"Backfilling and compaction for floor, and poisoning. Correct positioning of DPM, concrete slab (150mm above ground level). DPM to be 250 micron"]
[null,"All levels and dimensions to be confirmed on site before construction work commences."]
[null,"2.1.1.      No materials containing asbestos must be used."]
[null,"1.1.2.      All materials and product to conform to SANS."]
[null,"2.1.3.      All alternative building technology products to have agreement certificate."]
[null,"Site clearance to be 1.5m from the wall."]
[null,"Foundations to be a minimum of 20Mpa"]
[]
[null,"1.2.        SUBSTRUCTURE"]
[null,"1.2.1.All foundations, foundation walls, structural concrete work as per engineer’s specification and details."]
[null,"Storm water drainage (Apron) acccording to 'Typical Edge Beam and concrete apron detail' or as per engineer’s specification. The finished ground level must direct water away from the building"]
[]
[null,"NB: Where shattering is used, all shatters to be plumbed and supported by struts placed at 400c/c and the shatters have the minimum sizes of 150mm height."]
[null,"2.2.2.Compaction to be done by mechanical means in 150mm layers."]
[null,"NB:The maximum height of 400mm measured by beneath of all slab from the lowest point, the compaction shall be done by certified competent person. NHBRC Part3-2.6."]
[]
[null,"1.3.        FLOORS"]
[null,"1.3.1.Concrete surface bed, thickness as per engineer’s detail and spec, with rough / wooden float finishing to allow screed."]
[null,"1.3.2.Screed: 25mm thick cement mortar (class ll mortar) in 1:3."]
[null,"1.3.3.Screed must be smoothly finished and it must cover spread bars at all door frames. Maintaining a gap of 5mm maximum between doors and finished floor level. ( Internal and External)"]
[null,"NB: If the slab is power floated, consider using non screeded door frame."]
[null,"Alternative method of maintaining a gap of 5mm maximum between doors and floor finish must be approved by the Department."]
[null,"2.3.4.Under floor membrane to be laid in accordance to NHBRC Part 3-2.7."]
[null,"Concrete spacers with minimum 7Mpa should be used."]
[]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[]
[null,"SECTION 3"]
[]
[null,"WALL PLATES (SUPERSTRUCTURE)"]
[null,"SIZE OF WALLPLATE: 50M2","NO",950]
[null,"3.1.1.External Walls: 140mm brick wall thick in 1:3 290mm x 140mm x 90mm red gem bricks or cement maxi quantum with a minimum strength of 7MPa class ll mortar (1:3)."]
[null,"Internal walls to be at least 2.4m above finished floor level, consisting of atleast 4 layers above windows, lintels and doors."]
[null,"Internal wall to be minimum of 110mm width with 10mm pips and joints, with a minimum strength of 7MPa "]
[null,"Where external and internal walls join,both walls must be connected with brickforce. No raking will be allowed."]
[null,"No hollow blocks or bricks with ash content or cracks may be used."]
[null,"Semi face finishing externally, constructed using gauge of 12mm maximum and ensuring mortar is well polished by running the joint tool between the bricks. Half round Joint and Straight Joint are not allowed or considered brick manufacture requirement."]
[null,"3.1.2.External plaster belt to be 15mm thick wooded float finish (1:3cm) with depth that covers roof ties and should be painted (2coat PVA paint). Internal plaster to be 15mm thick wooded float finish."]
[null,"3.1.3. Brick Force: Install 2.8mm dia by 110mm wide reinforcement at every 3rd course and in each course above window and door level on both internal and external walls (including gables)."]
[null,"Brickforce to be continuous through the internal and external walls"]
[null,"3.1.4. DPC: 250 micron dpc to be laid at the minimum level of 150mm above ground level."]
[null,"2.1.5. Door Frames: 140mm door frame must be used for proper wrapping around 140mm walls, all lugs horizontally fixed into the walls to secure walls and frames. All frames must be positioned to the correct hand as per house plan, LH /RH. Frames must be braced on top and bottom, plumbed both directions and check the top of the frame level using spirit level before commencing with brick work to maintain squaring of the door frames. Spreader bars must be covered by screed. Lintols to be installed above all openings."]
[null,"2.1.6. Window Frames: All window frames must be plumbed and centered in the middle of the rooms, all lugs horizontally fixed into the walls to secure window frame to the wall. Lintols to be installed above all openings."]
[null,"3.1.7. Top of window and door frames to be at the same level."]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[null,"3.1.8 All internal walls must be painted: 1 undercoat and 2 coats emulsion paint to be used for internal walls"]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"SECTION 4"]
[]
[null,"4.1 COMPLETION"]
[null,"SIZE OF COMPLETION: 50M2","NO",950]
[null,"4.1.      0.5z200 corrugated / IBR sheets chromaderk (Factory Painted) cranked or ridged flashing with broad flute closer. 100 x 50 x 20 x 2.5mm cold formed lipped channel beams laid at 990mm c/c and fixed to wall by roof anchors at both internal and external gable walls, and 32 x 25 x 10 x 2mm thick eave section wall plate to be fixed by roof anchors spaced at 750 c/c. Roof pitch @ 15 degrees. Part3, section3, table 12.5.2 of the NHBRC manual."]
[null,"4.2.Exposed part of lip channels must be painted with 2 coats of enamel paint, same colour with door and window frames. (Exterior)."]
[null,"4.3.Double stranded of 4mm galvanized iron roof ties @ 6 courses. Competent person to confirm roof ties before plastering."]
[null,"4.4.The overhang to be 300mm and gable end to be 200mm, hook bolts or setscrews to be used.    NB: If contractors desired to use timber beams/ trusses, rational design must be done by professional structural engineer and submitted to NHBRC for approval."]
[]
[null,"4,2.        DOORS & WINDOWS"]
[null,"4.2.1 Apply suitable diameter cylindrical lengths to putty that is long enough for each side of the steel window frame to receive 3mm clear float glass pane. "]
[null,"4.2.2. Window Frames built in with 250 micron dpc below window sill . Window frame material to comply with SANS 727. Window frame to be used are FX7 steel window frames or aluminium windows.Window stays and handles all in solid brass material. "]
[null,"4.2.3. 1.2mm thick external heavy duty door frames. 1.0 thick heavy cluty doors (combi/ shawll door) with 3 lever mortice upright lock with chrome finish handles – SABS approved."]
[null,"4.2.4. 1.2mm thick internal heavy duty door frames and 813 x 2030 veneer finish hollow core doors with 3 lever mortice upright lock with chrome finish handles- SABS approved."]
[null,"4.2.5 Window and door frames (internal and external) must be cleaned and apply a universal undercoat on frames and putty. Apply final layer of enamel paint (same colour for window and doors)."]
[null,"The size of the front (north-street) elevation windows must be ND4 x2 each measuring 1511mm x 1245mm low E clear safety glass. The windows at the rear (south-back) elevation of the dwelling must be ND4 x 1 windows measuring 1511mm wide and 1245mm high Low E clear safety glass. Bathroom and window type NE1 533mm x 654 mm low opaque safety glass."]
[null,"Meranti solid doors or hardwood doors which are SABS approved to be used for external doors. Wooden doors to be treated with 2 coats of wood protector. All  external doors to be fitted with an SABS approved 3 lever mortice lock, each with 2 keys. No barrel bolts"]
[null,"The minimum guage to be 1.2mm. All internal doors to be fitted with SABS approved 2 lever mortice locks, each with 2 locks"]
[null,"Note: Provide concrete lintels above all window frames and at the openings. No Clisco windowns must be used. Window sills to be installed below all windows. No steel doors are allowed internally"]
[]
[null,"4.3.       CEILING"]
[null,"4.3.1 Only SABS approved ceiling boards to be used"]
[null,"4.3.2 4mm thick ceiling board to be used"]
[null,"4.3.3 Brandering to be used must be 38 x 50mm at 600 c/c"]
[null,"4.3.4 H - Profile PVC joint strips to be used"]
[null,"4.3.5 32 x 2.5 mm serrated nails to be used to fix the ceiling"]
[null,"4.3.6 Corncices to be installed"]
[null,"4.3.7 A ceiling with the prescribed air gap for the entire dwelling; above-ceiling insulation, 130mm mineral wool blanket or similar approved to SANS 10400 XA"]
[]
[null,"4.4.       PLUMBING"]
[null,"4.4.1 Toilet and Bath tub to be installed  according to specification"]
[null,"4.4.2 Wash handbasin to be installed according to specification"]
[null,"4.4.3  Water and sewer pipes connected according to specification"]
[]
[null,"4.5.       ELECTRICITY"]
[null,"4.5.1 Cubing of entire house for light switches, plugs and lights according to the specification"]
[null,"Transfer of electricity from the shack, where applicable, as per the specification"]
[]
[null,"4.6.       KITCHEN SINK AND CUPBOARD"]
[null,"4.6.1 750 x 400mm Stainless Steel sink to be provided and installed. The sink to be installed complete with cupboard 1200 x 600mm high"]
[]
[null,"4.7.       HOUSE NUMBERING"]
[null,"4.7.1 All houses to be numbered correctly with a standard permanent metal house number plate/ neatly stencilled house number facing the street"]
[]
[null,"4.8 Geyser"]
[null,"150L dual horizontal Geyser complete with pressure control valve, drip tray and all other components to be installed. The geyser and pipework should be tested for any leaks and left in a working condition. Install snap-on-pipe insulation around pipes running to and from the geyser."]
[null,"Insulate the first 2 metres of the cold water pipe from the geyser inlet. Insulate all exposed hot water pipes"]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
[null,"SECTION 5"]
[]
[null,"ENGINEERING SERVICES"]
[null,"Foundation design","NO",950]
[null,"Design of house plans","NO",950]
[]
[null,"ENGINEERS CERTIFICATES"]
[]
[null,"5.1.      Foundation inspection including issuing of Engineer Foundation Certificate","NO",950]
[null,"5.2.       Wall plate inspection including issuing of Engineer Superstructure Certificate","NO",950]
[null,"5.3.       Roof inspection including issuing of Engineer Roofing Certificate and Occupation Certificate","NO",950]
[]
[null,"TOTAL SECTION SUMMARY"]
[null,"TOTAL  SUMMARY"]
[]
[null,"NOTE: THE QUANTITIES REFLECTING IN THE BOQ ARE PROVISIONAL QUANTITIES ONLY AND WILL BE CONFIRMED UPON VERIFICATION ONCE APPOINTMENTS ARE FINALISED"]

{"sheet":"55m2 Disable","index":3,"n_rows":163,"n_cols":6,"rows_kept":163,"merged":[[0,0,0,5],[1,0,1,5],[162,1,162,5]]}
["CONSTRUCTION OF 2000 HOUSES IN THE FREE STATE  - Bid-"]
["Construction of 55m2  Disabled houses "]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[null,"Note: consider the distance to major cities for material supply cost."]
[]
[null,"SECTION 1"]
[]
[null,"PRELIMINARY AND GENERAL"]
[]
[null,"Compliance with the Occupational Health and Safety Act (Act 85 of 1993) and Covid-19 regulations","sum",1]
[]
[null,"EARTHWORKS (PROVISIONAL)"]
[null,"Imported filling G5 material supplied by the contractor and compacted to 98%\nMod AASHTO density in 150mm thick layers\n","NO",50]
[null,"WATER SUPPLY (PROVISIONAL)"]
[null,"A provisional rate for water supply in water scares Municipal areas for construction only, for all related construction activities. ","NO",50]
[]
[null,"HARD ROCK EXCAVATION (PROVISIONAL)"]
[null,"A provisional rate for hard rock encounters on site. ","NO",50]
[]
[null,"GEOTECHNICAL INVESTIGATION REPORT (PROVISIONAL)"]
[]
[null,"A provisional rate for conduction geotechnical engineering report in areas where there is no report. The report should comply with the NHBRC GSFH II requirements.","NO",50]
[]
[null,"DEMOLISHING"]
[]
[null,"A provisional rate for demolishing of structure including the removal of rubble and cleaning the area.","NO",5]
[]
[null,"SOLAR SYSTEM"]
[]
[null,"A Provisional rate for the supply and installation of solar system complete for lighting the house.","NO",50]
[]
[]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
[]
[null,"SECTION 2"]
[]
[null,"FOUNDATIONS "]
[]
[null,"SIZE OF FOUNDATION: 55M2","NO",50]
[null,"2.1.Site clearance, concrete, formwork and reinforcement."]
[null,"Backfilling and compaction for floor, and poisoning. Correct positioning of DPM, concrete slab (150mm above ground level). DPM to be 250 micron"]
[null,"All levels and dimensions to be confirmed on site before construction work commences."]
[null,"2.1.1.      No materials containing asbestos must be used."]
[null,"1.1.2.      All materials and product to conform to SANS."]
[null,"2.1.3.      All alternative building technology products to have agreement certificate."]
[null,"Site clearance to be 1.5m from the wall."]
[null,"Foundations to be a minimum of 20Mpa"]
[]
[null,"1.2.        SUBSTRUCTURE"]
[null,"1.2.1.All foundations, foundation walls, structural concrete work as per engineer’s specification and details."]
[null,"Storm water drainage (Apron) acccording to 'Typical Edge Beam and concrete apron detail' or as per engineer’s specification. The finished ground level must direct water away from the building"]
[]
[null,"NB: Where shattering is used, all shatters to be plumbed and supported by struts placed at 400c/c and the shatters have the minimum sizes of 150mm height."]
[null,"2.2.2.Compaction to be done by mechanical means in 150mm layers."]
[null,"NB:The maximum height of 400mm measured by beneath of all slab from the lowest point, the compaction shall be done by certified competent person. NHBRC Part3-2.6."]
[]
[null,"1.3.        FLOORS"]
[null,"1.3.1.Concrete surface bed, thickness as per engineer’s detail and spec, with rough / wooden float finishing to allow screed."]
[null,"1.3.2.Screed: 25mm thick cement mortar (class ll mortar) in 1:3."]
[null,"1.3.3.Screed must be smoothly finished and it must cover spread bars at all door frames. Maintaining a gap of 5mm maximum between doors and finished floor level. ( Internal and External)"]
[null,"NB: If the slab is power floated, consider using non screeded door frame."]
[null,"Alternative method of maintaining a gap of 5mm maximum between doors and floor finish must be approved by the Department."]
[null,"2.3.4.Under floor membrane to be laid in accordance to NHBRC Part 3-2.7."]
[null,"Concrete spacers with minimum 7Mpa should be used."]
[]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[]
[null,"SECTION 3"]
[]
[null,"WALL PLATES (SUPERSTRUCTURE)"]
[null,"SIZE OF WALLPLATE: 55M2","NO",50]
[null,"3.1.1.External Walls: 140mm brick wall thick in 1:3 290mm x 140mm x 90mm red gem bricks or cement maxi quantum with a minimum strength of 7MPa class ll mortar (1:3)."]
[null,"Internal walls to be at least 2.4m above finished floor level, consisting of atleast 4 layers above windows, lintels and doors."]
[null,"Internal wall to be minimum of 110mm width with 10mm pips and joints, with a minimum strength of 7MPa "]
[null,"Where external and internal walls join,both walls must be connected with brickforce. No raking will be allowed."]
[null,"No hollow blocks or bricks with ash content or cracks may be used."]
[null,"Semi face finishing externally, constructed using gauge of 12mm maximum and ensuring mortar is well polished by running the joint tool between the bricks. Half round Joint and Straight Joint are not allowed or considered brick manufacture requirement."]
[null,"3.1.2.External plaster belt to be 15mm thick wooded float finish (1:3cm) with depth that covers roof ties and should be painted (2coat PVA paint). Internal plaster to be 15mm thick wooded float finish."]
[null,"3.1.3. Brick Force: Install 2.8mm dia by 110mm wide reinforcement at every 3rd course and in each course above window and door level on both internal and external walls (including gables)."]
[null,"Brickforce to be continuous through the internal and external walls"]
[null,"3.1.4. DPC: 250 micron dpc to be laid at the minimum level of 150mm above ground level."]
[null,"2.1.5. Door Frames: 140mm door frame must be used for proper wrapping around 140mm walls, all lugs horizontally fixed into the walls to secure walls and frames. All frames must be positioned to the correct hand as per house plan, LH /RH. Frames must be braced on top and bottom, plumbed both directions and check the top of the frame level using spirit level before commencing with brick work to maintain squaring of the door frames. Spreader bars must be covered by screed. Lintols to be installed above all openings."]
[null,"2.1.6. Window Frames: All window frames must be plumbed and centered in the middle of the rooms, all lugs horizontally fixed into the walls to secure window frame to the wall. Lintols to be installed above all openings."]
[null,"3.1.7. Top of window and door frames to be at the same level."]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[null,"3.1.8 All internal walls must be painted: 1 undercoat and 2 coats emulsion paint to be used for internal walls"]
[null,"NB: Interlocking to be done as per NHBRC manual. (See brick bonding diagram)."]
[]
[null,"TOTAL SECTION SUMMARY"]
[]
["ITEM","DESCRIPTION","UNIT ","QTY","RATE","AMOUNT"]
[]
[null,"SECTION 4"]
[]
[null,"4.1 COMPLETION"]
[null,"SIZE OF COMPLETION: 55M2","NO",50]
[null,"4.1.      0.5z200 corrugated / IBR sheets chromaderk (Factory Painted) cranked or ridged flashing with broad flute closer. 100 x 50 x 20 x 2.5mm cold formed lipped channel beams laid at 990mm c/c and fixed to wall by roof anchors at both internal and external gable walls, and 32 x 25 x 10 x 2mm thick eave section wall plate to be fixed by roof anchors spaced at 750 c/c. Roof pitch @ 15 degrees. Part3, section3, table 12.5.2 of the NHBRC manual."]
[null,"4.2.Exposed part of lip channels must be painted with 2 coats of enamel paint, same colour with door and window frames. (Exterior)."]
[null,"4.3.Double stranded of 4mm galvanized iron roof ties @ 6 courses. Competent person to confirm roof ties before plastering."]
[null,"4.4.The overhang to be 300mm and gable end to be 200mm, hook bolts or setscrews to be used.    NB: If contractors desired to use timber beams/ trusses, rational design must be done by professional structural engineer and submitted to NHBRC for approval."]
[]
[null,"4,2.        DOORS & WINDOWS"]
[null,"4.2.1 Apply suitable diameter cylindrical lengths to putty that is long enough for each side of the steel window frame to receive 3mm clear float glass pane. "]
[null,"4.2.2. Window Frames built in with 250 micron dpc below window sill . Window frame material to comply with SANS 727. Window frame to be used are FX7 steel window frames or aluminium windows.Window stays and handles all in solid brass material. "]
[null,"4.2.3. 1.2mm thick external heavy duty door frames. 1.0 thick heavy cluty doors (combi/ shawll door) with 3 lever mortice upright lock with chrome finish handles – SABS approved. The door frame must be suitable size for the disabled and according to the specification for the disabled. "]
[null,"4.2.4. 1.2mm thick internal heavy duty door frames and 813 x 2030 veneer finish hollow core doors with 3 lever mortice upright lock with chrome finish handles- SABS approved."]
[null,"4.2.5 Window and door frames (internal and external) must be cleaned and apply a universal undercoat on frames and putty. Apply final layer of enamel paint (same colour for window and doors)."]
[null,"The size of the front (north-street) elevation windows must be ND4 x2 each measuring 1511mm x 1245mm low E clear safety glass. The windows at the rear (south-back) elevation of the dwelling must be ND4 x 1 windows measuring 1511mm wide and 1245mm high Low E clear safety glass. Bathroom and window type NE1 533mm x 654 mm low opaque safety glass."]
[null,"Meranti solid doors or hardwood doors which are SABS approved to be used for external doors. Wooden doors to be treated with 2 coats of wood protector. All  external doors to be fitted with an SABS approved 3 lever mortice lock, each with 2 keys. No barrel bolts"]
[null,"The minimum guage to be 1.2mm. All internal doors to be fitted with SABS approved 2 lever mortice locks, each with 2 locks"]
[null,"Note: Provide concrete lintels above all window frames and at the openings. No Clisco windowns must be used. Window sills to be installed below all windows. No steel doors are allowed internally"]
[]
[null,"4.3.       CEILING"]
[null,"4.3.1 Only SABS approved ceiling boards to be used"]
[null,"4.3.2 4mm thick ceiling board to be used"]
[null,"4.3.3 Brandering to be used must be 38 x 50mm at 600 c/c"]
[null,"4.3.4 H - Profile PVC joint strips to be used"]
[null,"4.3.5 32 x 2.5 mm serrated nails to be used to fix the ceiling"]
[null,"4.3.6 Corncices to be installed"]
[null,"4.3.7 A ceiling with the prescribed air gap for the entire dwelling; above-ceiling insulation, 130mm mineral wool blanket or similar approved to SANS 10400 XA"]
[]
[null,"4.4.       PLUMBING"]
[null,"4.4.1 Toilet and Bath tub to be installed  according to specification for the disabled bathroom."]
[null,"4.4.2 Wash handbasin to be installed according to specification for the disabled bathroom."]
[null,"4.4.3  Water and sewer pipes connected according to specificationfor the disabled bathroom."]
[]
[null,"4.5.       ELECTRICITY"]
[null,"4.5.1 Cubing of entire house for light switches, plugs and lights according to the specification"]
[null,"Transfer of electricity from the shack, where applicable, as per the specification"]
[]
[null,"4.6.       KITCHEN SINK AND CUPBOARD"]
[null,"4.6.1 750 x 400mm Stainless Steel sink to be provided and installed. 4.6.1 750 x 400mm Stainless Steel sink to be provided and installed. The sink must meet the requirements for a disabled person."]
[]
[null,"4.7.       HOUSE NUMBERING"]
[null,"4.7.1 All houses to be numbered correctly with a standard permanent metal house number plate/ neatly stencilled house number facing the street"]
[]
[null,"4.8 Geyser"]
[null,"150L dual horizontal Geyser complete with pressure control valve, drip tray and all other components to be installed. The geyser and pipework should be tested for any leaks and left in a working condition. Install snap-on-pipe insulation around pipes running to and from the geyser."]
[null,"Insulate the first 2 metres of the cold water pipe from the geyser inlet. Insulate all exposed hot water pipes"]
[]
[null,"TOTAL TO SECTION SUMMARY"]
[]
[null,"SECTION 5"]
[]
[null,"ENGINEERING SERVICES"]
[null,"Foundation design","NO",{"$f":"D41","v":50}]
[null,"Design of house plans","NO",50]
[]
[null,"ENGINEERS CERTIFICATES"]
[]
[null,"5.1.      Foundation inspection including issuing of Engineer Foundation Certificate","NO",{"$f":"D41","v":50}]
[null,"5.2.       Wall plate inspection including issuing of Engineer Superstructure Certificate","NO",{"$f":"D75+D76","v":50}]
[null,"5.3.       Roof inspection including issuing of Engineer Roofing Certificate and Occupation Certificate","NO",{"$f":"D101","v":50}]
[]
[null,"TOTAL SECTION SUMMARY"]
[null,"TOTAL  SUMMARY"]
[]
[null,"NOTE: THE QUANTITIES REFLECTING IN THE BOQ ARE PROVISIONAL QUANTITIES ONLY AND WILL BE CONFIRMED UPON VERIFICATION ONCE APPOINTMENTS ARE FINALISED"]

{"sheet":"Summary","index":4,"n_rows":18,"n_cols":5,"rows_kept":18,"merged":[[0,0,0,2],[1,0,1,2],[2,0,2,2],[4,0,4,2],[8,1,8,4],[17,1,17,4]]}
["DEPARTMENT OF HUMAN SETTLEMENT FREE STATE"]
[]
["CONSTRUCTION OF 2000 HOUSES IN THE FREE STATE"]
[]
["SUMMARY OF TENDERED COSTS FOR 40m2, 45m2, 50m2 AND 55m2"]
[]
["All the different units sizes must be priced and failure to price all the work will render the bid incomplete and will be disqualified. "]
[]
["DESCRIPTION","TENDERED AMOUNT"]
[null,"40m2","45m2","50m2","55m2"]
["SECTION 1 - PRELIMINARY AND GENERAL ITEMS"]
["SECTION 2 - FOUNDATIONS "]
["SECTION 3 - WALLPLATES (SUPERSTRUCTURE)"]
["SECTION 4 - COMPLETION"]
["SECTION 5 - ENGINEERING SERVICES"]
["TOTAL ESTIMATED CONSTRUCTION COSTS ","R ","R ","R ","R "]
[]
["TOTAL AMOUNT TENDERED","R"]