INTRODUCTION TO MADEBOQ 1 MADEBOQ I is a programme that can calculate the quantities of materials that are requi in an elemental bills of quantities. MADEBOQ I presents a format that is similar to a page of a typical bills of quantities columns for serialization,description,quantity and unit. All you have to do is to inpu work of your elemental bills of quantities into the corresponding sections of MADEBOQ quantity for concrete in foundations against the corresponding item in MADEBOQ I secti MADEBOQ 1 calls for bulk quantities for items bearing the same specification;rather t quantities as obtained in the bills of quantities.For example;you could have the follo in your bill: S/No. Description Quantity Unit Plain in - situ concrete (1:3:6 - 40mm aggregate) in: A. Foundations in trenches;thickness not exceeding 1 23 Cu.m B. Foundations in trenches;thickness 100 - 150mm 34 Cu.m C. Foundations in trenches;thickness 150 - 300mm 12 Cu.m The corresponding item in MADEBOQ 1 is : S/No. Description Unit Quantity In - situ concrete (1:3:6 - 40mm aggregate) in: 1 Foundations Cu.m. 69 The MADEBOQ 1 quantity for foundations is obtained by adding up the individual items o quantities items for foundations in trenches,that is 23 + 34 + 12 = 69 Cu.m. Now;carefully insert your quantities in the yellow cell that is adjacent to your corre description in MADEBOQ 1. You do this by highlighting the appropriate yellow cell, typing your quantity figure i the ENTER key. DO NOT DELETE THE CURRENT VALUE THAT YOU MAY FIND IN THE YELLOW CELL. By the time you start typing your new values, EXCEL will delete the current values for The quantities of materials for each item will be calculated for you by MADEBOQ 1. The figures for the quantities of materials will be outputted in the green cells.MADEB able to calculate the total quantities of each material required in all sections of th MADEBOQ I will give section totals (by which you will be able to ascertain the total m element of the works) and grand totals (by which you will be able to ascertain the tot required for the execution of the whole works). Scroll down to the end of each section of MADEBOQ 1 to obtain the section or elemental When you scroll down to the end of each section of MADEBOQ 1,you will be able to obtai of all the materials required for your works. MADEBOQ means Materials Analysis Derived from Bills Of Quantities
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INTRODUCTION TO MADEBOQ 1
MADEBOQ I is a programme that can calculate the quantities of materials that are required for all items of workin an elemental bills of quantities.MADEBOQ I presents a format that is similar to a page of a typical bills of quantities; a columned page showing columns for serialization,description,quantity and unit. All you have to do is to input the quantities of measuredwork of your elemental bills of quantities into the corresponding sections of MADEBOQ I.For example,input yourquantity for concrete in foundations against the corresponding item in MADEBOQ I section for substructureMADEBOQ 1 calls for bulk quantities for items bearing the same specification;rather than individual items'quantities as obtained in the bills of quantities.For example;you could have the following items with their quantitiesin your bill:
S/No. Description Quantity Unit
Plain in - situ concrete (1:3:6 - 40mm aggregate) in:
A. Foundations in trenches;thickness not exceeding 100mm 23 Cu.m
B. Foundations in trenches;thickness 100 - 150mm 34 Cu.m
C. Foundations in trenches;thickness 150 - 300mm 12 Cu.m
The MADEBOQ 1 quantity for foundations is obtained by adding up the individual items of the three bills ofquantities items for foundations in trenches,that is 23 + 34 + 12 = 69 Cu.m.Now;carefully insert your quantities in the yellow cell that is adjacent to your corresponding itemdescription in MADEBOQ 1.You do this by highlighting the appropriate yellow cell, typing your quantity figure into the cell and then pressingthe ENTER key. DO NOT DELETE THE CURRENT VALUE THAT YOU MAY FIND IN THE YELLOW CELL.By the time you start typing your new values, EXCEL will delete the current values for you.The quantities of materials for each item will be calculated for you by MADEBOQ 1.The figures for the quantities of materials will be outputted in the green cells.MADEBOQ 1 is alsoable to calculate the total quantities of each material required in all sections of the bills of quantities.Consequently,MADEBOQ I will give section totals (by which you will be able to ascertain the total materials required in eachelement of the works) and grand totals (by which you will be able to ascertain the total quantity of materialsrequired for the execution of the whole works).Scroll down to the end of each section of MADEBOQ 1 to obtain the section or elemental quantities of materials.When you scroll down to the end of each section of MADEBOQ 1,you will be able to obtain the total quantitiesof all the materials required for your works.
MADEBOQ means Materials Analysis Derived from Bills Of Quantities
CAUTION!!!NEVER PRESS THE DELETE KEY ON ANY CELL WHATSOEVER. SOME OF THE CELLS ARE LOADED WITHMATHEMATICAL FUNCTIONS WHICH WOULD BE ERASED IF YOU PRESS THE DELETE KEY.THUS IF YOUWISH TO INPUT DATA IN A PARTICULAR CELL,JUST HIGHLIGHT THE CELL AND INPUT YOUR DATA,WITHOUTFIRST DELETING THE CONTENTS OF THE CELL.IN THIS CASE ONCE YOU INPUT YOUR DATA,EXCEL WILLAUTOMATICALLY REPLACE THE CURRENT DATA WITH THE NEW DATA YOU HAVE INPUTTED;AT THE SAMETHE PREVAILING MATHEMATICAL FUNTIONS WILL BE PRESERVED TO ENABLE THE PROCESSING OF YOURWORK. AS A RULE, AT THE END OF YOUR WORK, YOU COULD INPUT ZERO VALUES INTO THE INPUT CELLS(THE YELLOW CELLS) TO PREPARE THE PROGRAMME TO ACCEPT NEW VALUES.REMEMBER;NEVER PRESS THE DELETE KEY FOR WHATEVER REASON!!!YOU SHOULD REMEMBER THE FOLLOWING:
Yellow cells are for inputting quantities for MADEBOQ 1 itemsBright green cells are for outputting quantities of materials for MADEBOQ 1 items.Grey cells denote unit denomination for all quantitiesGolden cells are for headingsGreen cells are for boundariesTurquoise cells are for margins GOOD LUCK!
MADEBOQ 1 STARTS FROM HEREInsert Quantities from the bills of quantities here Read your quantities here
BILLS OF QUANTITIES MATERIALS' ANALYSIS
ELEMENT NO. 1 - SUBSTRUCTUREs/no Description Unit Quantity Material Unit Quantity
Hardcore fiilingHardcore to make up levels Cu.m. 0 Laterite trip 0
Edges of landing slab; not exceeding 250mm Lin.m. 0
Edges of staircase flights; maximum width 310mm Lin.m. 0
Edges of risers not exceeding 250mm Lin.m. 0
0Finishes FinishesBeds and backing Beds and backingCement and sand (1:4) Cement and sand (1:4) 25mm thick screeded backing 25mm thick screeded backing Surfaces over 300mm wide Sq.m. 0 Cement bag 0
Treads;300mm wide Lin.m. 0 Sand trip 0
Risers;150mm high Lin.m. 00
In situ finishings In situ finishingsRender,cement and sand (1:6); Render,cement and sand (1:6);15mm thick 15mm thickWalls;internally Sq.m. Cement bag 0
Soffits of landings Sq.m. 0 Sand trip 0
Sloping soffits of staircase Sq.m. 0
String;not exceeding 300mmgirth Lin.m.
0STAIRCASESECTIONAL SUMMARYCement bag 0
Sand trip 0
Aggregate 18mm trip 0
Reinforcement(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 0
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
20mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Bars;high yield steel(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 0
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
19mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Formwork,sawnEND OF STAIRCASE Plank No. 0
ELEMENT NO. 6 INTERNAL AND EXTERNAL WALLS MATERIALS' ANALYSIS
Concretework ConcreteworkIn situ concrete In situ concreteReinforced;(1:2:4 - 18mm agg.) Reinforced;(1:2:4 - 18mm agg.)Beams;isolated as lintels Cu.m. 0 Cement bag 0
Walls Cu.m. Sand trip 00
Aggregate trip 0
Reinforcement ReinforcementBars;round mild steel (NOTE:1 bar length = 12.00metres)6mm diameter kg 6mm diameter length 0
8mm diameter kg 8mm diameter length 0
10mm diameter kg 10mm diameter length 0
12mm diameter kg 12mm diameter length 0
16mm diameter kg 16mm diameter length 0
20mm diameter kg 20mm diameter length 0
25mm diameter kg 25mm diameter length 0
32mm diameter kg 32mm diameter length 0
Bars;high yield steel Bars;high yield steel(NOTE:1 bar length = 12.00metres)
6mm diameter kg 6mm diameter length 0
8mm diameter kg 0 8mm diameter length 0
10mm diameter kg 0 10mm diameter length 0
12mm diameter kg 0 12mm diameter length 0
16mm diameter kg 16mm diameter length 0
19mm diameter kg 19mm diameter length 0
25mm diameter kg 25mm diameter length 0
32mm diameter kg 32mm diameter length 0Formwork;sawn Formwork;sawnSides and soffits of lintels Sq.m. 0 Plank No. 0
Blockwork BlockworkBlockwork;sandcrete 450*230mm Blockwork;sandcrete 450*230mmin cement and sand (1:3) in cement and sand (1:3)
150mm thick Sq.m. 150mm thick No. 0
230mm thick Sq.m. 0 230mm thick No. 00
Concrete(1:3) materials for jointingCement bag 0
Sand trip 0
INTERNAL AND EXTERNAL WALLSSECTIONAL SUMMARYCement bag 0
Sand trip 0
Aggregate trip 0
Reinforcement(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 0
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
20mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Bars;high yield steel(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 0
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
19mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Formwork;sawnPlank No. 0
Sandcrete block
150mm thick No. 0
230mm thick No. 0
ELEMENT NO. 7 WALL FINISHES MATERIALS' ANALYSISInternal and External Work Internal and External WorkIn situ finishings In situ finishingsRender;cement and sand (1:6) Render;cement and sand (1:6)15mm thick 15mm thickOver 300mm wide;including Cement bag 0dressing all reveals,junctions andquoins Sq.m. 0 Sand trip 0
Curved areas Sq.m.0
Walls;cement and sand (1:3) Walls;cement and sand (1:3)Screeded backing;12mm thick Screeded backing;12mm thickTo receive ceramic tiles Sq.m. 0 Cement bag 0
ELEMENT NO. 8 FLOOR FINISHES MATERIALS' ANALYSISInternal and External Work Internal and External WorkPolished in situ terrazo paving; Polished in situ terrazo paving;25mm thick in 1200 * 1200mm 25mm thick in 1200 * 1200mmbays with an including black bays with an including blackebonite strips ebonite strips Paving internally Sq. m. 0 Cement : marble ratio = 1:2.5
Cement bag 0Paving externally Sq. m.
0 Marble bag 020 * 100mm high skirting Lin.m. 0
Cement : marble ratio = 1:3Beds and backings Cement bag 0Floors;screeded bed25mm thick to receive quarry Marble bag 0tiles Sq. m. 0
Beds and backings25mm thick to receive Cement bag 0terrazo paving Sq. m.
Sand trip 032mm thick to receive marble tiling Sq. m. Tiles;slab and block finishings
PVC floor tiles;Dunlop 'Semtex' 32mm thick to receive granite or 'similar';300 * 300mm fixed tiling Sq. m. with adhesive
300 * 300 *2mm PVC floor tiles No. 038mm thick to receive ceramic tiling Sq. m. Carton of 300*300mm PVC tiles No. 0
(each carton contains 44 pieces)48mm thick to receive PVC floortiling Sq. m. 0 PVC floor tiles;Dunlop 'Semtex'
0 or' similar';250 * 250mm fixedTiles;slab and block finishings with adhesivePVC floor tiles;Dunlop 'Semtex' 250 * 250mm PVC floor tiles No. 0or 'similar';300 * 300mm fixed with adhesive Carton of 250*250mm PVC tilesFlooring;2mm thick Sq. m. (each carton contains128 pieces) No. 0
PVC floor tiles;Dunlop 'Semtex' Can of approvedor' similar';250 * 250mm fixed adhesive No. 0with adhesiveFlooring;2mm thick Sq. m. 0 Ebonite strip Length 0
Carton of 250*250mm PVC tiles(each carton contains128 pieces) No. 0
Can of approvedadhesive No. 0
Ebonite strip Length 0
Ceramic floor tiles 225 * 225 *12mm No. 0
400 * 400 *19mm marble tiles No. 0
400 * 400 *19mm END OF FLOOR FINISHES granite tiles No. 0
ELEMENT NO.9 CEILING FINISHES MATERIALS' ANALYSISInternal and External Work Internal and External WorkIn situ finishings In situ finishingsRender;cement and sand (1:6) Render;cement and sand (1:6)Soffits Sq.m. 0 Cement bag 0
WISH TO INPUT DATA IN A PARTICULAR CELL,JUST HIGHLIGHT THE CELL AND INPUT YOUR DATA,WITHOUT
THE PREVAILING MATHEMATICAL FUNTIONS WILL BE PRESERVED TO ENABLE THE PROCESSING OF YOURWORK. AS A RULE, AT THE END OF YOUR WORK, YOU COULD INPUT ZERO VALUES INTO THE INPUT CELLS
INTRODUCTION TO MADEBOQ 1
MADEBOQ I is a programme that can calculate the quantities of materials that are required for all items of workin an elemental bills of quantities.MADEBOQ I presents a format that is similar to a page of a typical bills of quantities; a columned page showing columns for serialization,description,quantity and unit. All you have to do is to input the quantities of measuredwork of your elemental bills of quantities into the corresponding sections of MADEBOQ I.For example,input yourquantity for concrete in foundations against the corresponding item in MADEBOQ I section for substructureMADEBOQ 1 calls for bulk quantities for items bearing the same specification;rather than individual items'quantities as obtained in the bills of quantities.For example;you could have the following items with their quantitiesin your bill:
S/No. Description Quantity Unit
Plain in - situ concrete (1:3:6 - 40mm aggregate) in:
A. Foundations in trenches;thickness not exceeding 100mm 23 Cu.m
B. Foundations in trenches;thickness 100 - 150mm 34 Cu.m
C. Foundations in trenches;thickness 150 - 300mm 12 Cu.m
The MADEBOQ 1 quantity for foundations is obtained by adding up the individual items of the three bills ofquantities items for foundations in trenches,that is 23 + 34 + 12 = 69 Cu.m.Now;carefully insert your quantities in the yellow cell that is adjacent to your corresponding itemdescription in MADEBOQ 1.You do this by highlighting the appropriate yellow cell, typing your quantity figure into the cell and then pressingthe ENTER key. DO NOT DELETE THE CURRENT VALUE THAT YOU MAY FIND IN THE YELLOW CELL.By the time you start typing your new values, EXCEL will delete the current values for you.The quantities of materials for each item will be calculated for you by MADEBOQ 1.The figures for the quantities of materials will be outputted in the green cells.MADEBOQ 1 is alsoable to calculate the total quantities of each material required in all sections of the bills of quantities.Consequently,MADEBOQ I will give section totals (by which you will be able to ascertain the total materials required in eachelement of the works) and grand totals (by which you will be able to ascertain the total quantity of materialsrequired for the execution of the whole works).Scroll down to the end of each section of MADEBOQ 1 to obtain the section or elemental quantities of materials.When you scroll down to the end of each section of MADEBOQ 1,you will be able to obtain the total quantitiesof all the materials required for your works.
MADEBOQ means Materials Analysis Derived from Bills Of Quantities
CAUTION!!!NEVER PRESS THE DELETE KEY ON ANY CELL WHATSOEVER. SOME OF THE CELLS ARE LOADED WITHMATHEMATICAL FUNCTIONS WHICH WOULD BE ERASED IF YOU PRESS THE DELETE KEY.THUS IF YOUWISH TO INPUT DATA IN A PARTICULAR CELL,JUST HIGHLIGHT THE CELL AND INPUT YOUR DATA,WITHOUTFIRST DELETING THE CONTENTS OF THE CELL.IN THIS CASE ONCE YOU INPUT YOUR DATA,EXCEL WILLAUTOMATICALLY REPLACE THE CURRENT DATA WITH THE NEW DATA YOU HAVE INPUTTED;AT THE SAMETHE PREVAILING MATHEMATICAL FUNTIONS WILL BE PRESERVED TO ENABLE THE PROCESSING OF YOURWORK. AS A RULE, AT THE END OF YOUR WORK, YOU COULD INPUT ZERO VALUES INTO THE INPUT CELLS(THE YELLOW CELLS) TO PREPARE THE PROGRAMME TO ACCEPT NEW VALUES.REMEMBER;NEVER PRESS THE DELETE KEY FOR WHATEVER REASON!!!YOU SHOULD REMEMBER THE FOLLOWING:
Yellow cells are for inputting quantities for MADEBOQ 1 itemsBright green cells are for outputting quantities of materials for MADEBOQ 1 items.Grey cells denote unit denomination for all quantitiesGolden cells are for headingsGreen cells are for boundariesTurquoise cells are for margins GOOD LUCK!
MADEBOQ 1 STARTS FROM HEREInsert Quantities from the bills of quantitie here Read your quantities here
BILLS OF QUANTITIES MATERIALS' ANALYSIS
ELEMENT NO. 1 - SUBSTRUCTUREs/no Description Unit Quantity Material Unit Quantity
Hardcore fiilingHardcore to make up levels Cu.m. 15 Laterite trip 4.166667
(NOTE:1 length of plank = 3.66 metres)Columns and beams Sq.m. 0
225mm block No. 800Sawn formwork to edges500mm - 1.00m high Lin.m 0 150mm block No. 0
Sawn formwork to edges Concrete(1:3) materials for jointing
250 - 500mm high Lin.m. 76 Cement bag 15.0144
Sawn formwork to edges Sand trip 0.531234not exceeding 250mm high Lin.m.
38 Concrete(1:6) materials for fillingBrickwork and Blockwork Cement bag 4.48Blockwork,sandcrete 450*230filled solid with concrete Sand trip 0.230971225mm Sq.m 80
Concrete(1:6) materials for rendering150mm Sq.m 0 Cement bag 0
1.840.8 Sand trip 0
SUBSTRUCTURE SECTIONAL SUMMARYRendering Laterite trip 4.166667Cement and sand (1:6)Rendering Sq.m 0 Cement bag 85.7844
Sand trip 7.892205
Aggregate 40mm trip 12.6
Aggregate 18mm trip 0.85
6mm mild steel bar length 0
8mm ditto length 0
10mm ditto length 0.833333
12mm ditto length 0
16mm ditto length 0
20mm ditto length 0
25mm ditto length 0
32mm ditto length 0
6mm high yield steelbar length 0
8mm ditto length 0
10mm ditto length 0
12mm ditto length 5.115
16mm ditto length 8.333333
19mm ditto length 0
25mm ditto length 0
32mm ditto length 0
BRC roll 0
Plank length 10.38251
225mm block No. 800
END OF SUBSTRUCTURE 150mm block No. 0
ELEMENT NO. 2.FRAME MATERIALS' ANALYSIS
In situ concrete(1:2:4-18mm aggregate) In situ concrete(1:2:4-18mm aggregate)Columns Cu.m. 0 Cement bag 0
Beams Cu.m. 0 Sand trip 00
Aggregate 18mm trip 0
Reinforcement ReinforcementBars;round mild steel (NOTE:1 bar length = 12.00metres)6mm diameter kg 0 6mm diameter length 0
8mm diameter kg 0 8mm diameter length 0
10mm diameter kg 10mm diameter length 0
12mm diameter kg 0 12mm diameter length 0
16mm diameter kg 16mm diameter length 0
20mm diameter kg 20mm diameter length 0
25mm diameter kg 25mm diameter length 0
32mm diameter kg 32mm diameter length 0
Bars;high yield steel Bars;high yield steel(NOTE:1 bar length = 12.00metres)
Edges of landing slab; not exceeding 250mm Lin.m. 0
Edges of staircase flights; maximum width 310mm Lin.m. 0
Edges of risers not exceeding 250mm Lin.m. 0
0Finishes FinishesBeds and backing Beds and backingCement and sand (1:4) Cement and sand (1:4) 25mm thick screeded backing 25mm thick screeded backing Surfaces over 300mm wide Sq.m. 0 Cement bag 0
Treads;300mm wide Lin.m. 0 Sand trip 0
Risers;150mm high Lin.m. 00
In situ finishings In situ finishingsRender,cement and sand (1:6); Render,cement and sand (1:6);15mm thick 15mm thickWalls;internally Sq.m. Cement bag 0
Soffits of landings Sq.m. 0 Sand trip 0
Sloping soffits of staircase Sq.m. 0
String;not exceeding 300mmgirth Lin.m.
0STAIRCASESECTIONAL SUMMARYCement bag 0
Sand trip 0
Aggregate 18mm trip 0
Reinforcement(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 0
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
20mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Bars;high yield steel(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 0
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
19mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Formwork,sawnEND OF STAIRCASE Plank No. 0
ELEMENT NO. 6 INTERNAL AND EXTERNAL WALLS MATERIALS' ANALYSIS
Concretework ConcreteworkIn situ concrete In situ concreteReinforced;(1:2:4 - 18mm agg.) Reinforced;(1:2:4 - 18mm agg.)Beams;isolated as lintels Cu.m. 3 Cement bag 18
Walls Cu.m. Sand trip 1.353
Aggregate trip 2.4
Reinforcement ReinforcementBars;round mild steel (NOTE:1 bar length = 12.00metres)6mm diameter kg 6mm diameter length 0
8mm diameter kg 70 8mm diameter length 21.714
10mm diameter kg 10mm diameter length 0
12mm diameter kg 12mm diameter length 0
16mm diameter kg 16mm diameter length 0
20mm diameter kg 20mm diameter length 0
25mm diameter kg 25mm diameter length 0
32mm diameter kg 32mm diameter length 0
Bars;high yield steel Bars;high yield steel(NOTE:1 bar length = 12.00metres)
6mm diameter kg 6mm diameter length 0
8mm diameter kg 0 8mm diameter length 0
10mm diameter kg 0 10mm diameter length 0
12mm diameter kg 170 12mm diameter length 1.416667
16mm diameter kg 16mm diameter length 0
19mm diameter kg 19mm diameter length 0
25mm diameter kg 25mm diameter length 0
32mm diameter kg 32mm diameter length 0Formwork;sawn Formwork;sawnSides and soffits of lintels Sq.m. 31 Plank No. 8.469945
Blockwork BlockworkBlockwork;sandcrete 450*230mm Blockwork;sandcrete 450*230mmin cement and sand (1:3) in cement and sand (1:3)
150mm thick Sq.m. 237 150mm thick No. 2370
230mm thick Sq.m. 0 230mm thick No. 05.451
Concrete(1:3) materials for jointingCement bag 54.51
Sand trip 1.57378
INTERNAL AND EXTERNAL WALLSSECTIONAL SUMMARYCement bag 72.51
Sand trip 2.92378
Aggregate trip 2.4
Reinforcement(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 21.714
10mm diameter length 0
12mm diameter length 0
16mm diameter length 0
20mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Bars;high yield steel(NOTE:1 bar length = 12.00metres)6mm diameter length 0
8mm diameter length 21.714
10mm diameter length 0
12mm diameter length 1.416667
16mm diameter length 0
19mm diameter length 0
25mm diameter length 0
32mm diameter length 0
Formwork;sawnPlank No. 8.469945
Sandcrete block
150mm thick No. 2370
230mm thick No. 0
ELEMENT NO. 7 WALL FINISHES MATERIALS' ANALYSISInternal and External Work Internal and External WorkIn situ finishings In situ finishingsRender;cement and sand (1:6) Render;cement and sand (1:6)15mm thick 15mm thickOver 300mm wide;including Cement bag 1701.5dressing all reveals,junctions andquoins Sq.m. 415 Sand trip 112.05
Curved areas Sq.m.415
Walls;cement and sand (1:3) Walls;cement and sand (1:3)Screeded backing;12mm thick Screeded backing;12mm thickTo receive ceramic tiles Sq.m. 90 Cement bag 10.8
ELEMENT NO. 8 FLOOR FINISHES MATERIALS' ANALYSISInternal and External Work Internal and External WorkPolished in situ terrazo paving; Polished in situ terrazo paving;25mm thick in 1200 * 1200mm 25mm thick in 1200 * 1200mmbays with an including black bays with an including blackebonite strips ebonite strips Paving internally Sq. m. 0 Cement : marble ratio = 1:2.5
Cement bag 0Paving externally Sq. m.
0 Marble bag 020 * 100mm high skirting Lin.m. 0
Cement : marble ratio = 1:3Beds and backings Cement bag 0Floors;screeded bed25mm thick to receive quarry Marble bag 0tiles Sq. m. 0
Beds and backings25mm thick to receive Cement bag 104.6353terrazo paving Sq. m.
Sand trip 3.91688832mm thick to receive marble tiling Sq. m. Tiles;slab and block finishings
PVC floor tiles;Dunlop 'Semtex' 32mm thick to receive granite or 'similar';300 * 300mm fixed tiling Sq. m. with adhesive
300 * 300 *2mm PVC floor tiles No. 038mm thick to receive ceramic tiling Sq. m. 292 Carton of 300*300mm PVC tiles No. 0
(each carton contains 44 pieces)48mm thick to receive PVC floortiling Sq. m. 0 PVC floor tiles;Dunlop 'Semtex'
11.096 or' similar';250 * 250mm fixedTiles;slab and block finishings with adhesivePVC floor tiles;Dunlop 'Semtex' 250 * 250mm PVC floor tiles No. 0or 'similar';300 * 300mm fixed with adhesive Carton of 250*250mm PVC tilesFlooring;2mm thick Sq. m. (each carton contains128 pieces) No. 0
PVC floor tiles;Dunlop 'Semtex' Can of approvedor' similar';250 * 250mm fixed adhesive No. 0with adhesiveFlooring;2mm thick Sq. m. 0 Ebonite strip Length 0
Carton of 250*250mm PVC tiles(each carton contains128 pieces) No. 0
Can of approvedadhesive No. 0
Ebonite strip Length 0
Ceramic floor tiles 225 * 225 *12mm No. 6056.296
400 * 400 *19mm marble tiles No. 0
400 * 400 *19mm END OF FLOOR FINISHES granite tiles No. 0
ELEMENT NO.9 CEILING FINISHES MATERIALS' ANALYSISInternal and External Work Internal and External WorkIn situ finishings In situ finishingsRender;cement and sand (1:6) Render;cement and sand (1:6)Soffits Sq.m. Cement bag 0
WISH TO INPUT DATA IN A PARTICULAR CELL,JUST HIGHLIGHT THE CELL AND INPUT YOUR DATA,WITHOUT
AUTOMATICALLY REPLACE THE CURRENT DATA WITH THE NEW DATA YOU HAVE INPUTTED;AT THE SAMETHE PREVAILING MATHEMATICAL FUNTIONS WILL BE PRESERVED TO ENABLE THE PROCESSING OF YOURWORK. AS A RULE, AT THE END OF YOUR WORK, YOU COULD INPUT ZERO VALUES INTO THE INPUT CELLS