MATERIAL SCHEDULE FORMAT (edited)

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 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 QuantityIn - 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 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 marginGOOD LUCK!

MADEBOQ 1 STARTS FROM HEREInsert Quantities from the bills ohere Read your quantities here

BILLS OF QUANTITIES MATERIALS' ANALYSISELEMENT NO. 1 - SUBSTRUCTUREs/no Description Unit Quantity Material Unit

Hardcore fiilingHardcore to make up levels Cu.m. 0 Laterite trip

In-situ concrete(1:3:6-40mm aggregate) Concrete (1:3:6-40mm agg.) materialsFoundation Cu.m. 0 Cement bag

Other Cu.m. Sand trip0

Aggregate 40mm trip

In situ concrete(1:2:4-18mm aggregate) In situ concrete(1:2:4-18mm aggregate)Foundation Cu.m 0 Cement bag

Bed Cu.m 0 Sand trip

Column Cu.m 0 Aggregate 18mm trip

Beam Cu.m

Other Cu.m 00

In situ concrete (1:10) In situ concrete (1:10)Blinding bed Cu.m Cement bag

Sand trip

Reinforcement ReinforcementBars;round mild steel (NOTE:1 bar length = 12.00metres)6mm diameter kg 6mm diameter length

8mm diameter kg 8mm diameter length







Bars;high yield steel Bars;high yield steel(NOTE:1 bar length = 12.00metres)



10mm diameter kg 0 10mm diameter length






Fabric reinforcementBRC Sq.m. 0 BRC roll

Formwork;sawn FormworkGeneral surfaces Sq.m. Plank length

(NOTE:1 length of plank = 3.66 metres)Columns and beams Sq.m. 0

225mm block No.Sawn formwork to edges500mm - 1.00m high Lin.m 0 150mm block No.

Sawn formwork to edges Concrete(1:3) materials for jointing250 - 500mm high Lin.m. Cement bag

Sawn formwork to edges Sand tripnot exceeding 250mm high Lin.m.

0 Concrete(1:6) materials for fillingBrickwork and Blockwork Cement bagBlockwork,sandcrete 450*230filled solid with concrete Sand trip225mm Sq.m 123

Concrete(1:6) materials for rendering150mm Sq.m 123 Cement bag

4.5512.214 Sand trip

SUBSTRUCTURE SECTIONAL SUMMARYRendering Laterite tripCement and sand (1:6)Rendering Sq.m 0 Cement bag

Sand trip

Aggregate 40mm trip

Aggregate 18mm trip

6mm mild steel bar length

8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

20mm ditto length

25mm ditto length

32mm ditto length

6mm high yield steelbar length

8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

19mm ditto length

25mm ditto length

32mm ditto length

BRC roll

Plank length

225mm block No.

END OF SUBSTRUCTURE 150mm block No.

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. 2 Cement bag

Beams Cu.m. 9 Sand trip11

Aggregate 18mm trip

Reinforcement ReinforcementBars;round mild steel (NOTE:1 bar length = 12.00metres)6mm diameter kg 3456 6mm diameter length
















32mm diameter kg 32mm diameter lengthFormwork;sawn FormworkGeneral surfaces Sq.m. 0 Plank length


FRAMESawn formwork to edges SECTIONAL SUMMARY500mm - 1.00m high Lin.m Cement bag

Sawn formwork to edges Sand trip250 - 500mm high Lin.m.

Aggregate 18mm tripSawn formwork to edgesnot exceeding 250mm high Lin.m.


8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

20mm ditto length

25mm ditto length

32mm ditto length


8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

19mm ditto length

25mm ditto length

32mm ditto length

END OF FRAME Plank length

ELEMENT NO.3 UPPER FLOORS MATERIALS' ANALYSISIn situ concrete(1:2:4-18mm aggregate) In situ concrete(1:2:4-18mm aggregate)Slabs Cu.m. 33 Cement bag

Sand trip

Aggregate 18mm trip


















Formwork;sawn FormworkGeneral surfaces Sq.m. 0 Plank length


UPPER FLOORSSawn formwork to edges SECTIONAL SUMMARY500mm - 1.00m high Lin.m Cement bag

Sawn formwork to edges Sand trip250 - 500mm high Lin.m.

Aggregate 18mm tripSawn formwork to edgesnot exceeding 250mm high Lin.m. 85

238.256mm mild steel bar length

8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

20mm ditto length

25mm ditto length

32mm length

6mm high yield steel length

8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

19mm ditto length

25mm ditto length

32mm ditto length

END UPPER FLOORS Plank length

ELEMENT NO.4 ROOF MATERIALS' ANALYSIS

In situ concrete(1:2:4-18mm aggregate) In situ concrete(1:2:4-18mm aggregate)Slabs Cu.m. 17 Cement bag

Upstand beams Cu.m. Sand trip

Roof beams Cu.m. 23 Aggregate 18mm trip

Fascia Cu.m.

Other Cu.m.40


















Formwork;sawn FormworkGeneral surfaces Sq.m. Plank length

(NOTE:1 length of plank = 3.66 metres)To columns and beams Sq.m. 124

Sawn formwork to edges500mm - 1.00m high Lin.m

Sawn formwork to edges250 - 500mm high Lin.m.

Sawn formwork to edgesnot exceeding 250mm high Lin.m.

124Roofing RoofingCorrugated sheet roofing Corrugated sheet roofingLongspan aluminium Sq.m 451 Long span aluminium Sq.m.

Longspan steel Sq.m Longspan steel Sq.m.

Zinc Sq.m 0 Zinc sheet0

Woodwork WoodworkSawn hardwood Sawn hardwood150*50mm Lin.m. 610 150*50mm length

(NOTE: 1 length = 3.66m)100*50mm Lin.m. 939 100*50mm length

75*50mm Lin.m. 574 75*50mm length

Wrought hardwood Wrought hardwood300*19mm fascia Lin.m. 0 300*19mm fascia length

(NOTE: 1 length = 3.66m)

Structural SteelworkFabricated,hot rolled steel Fabricated,hot rolled steelangles,BS4360,Grade 43C angles,BS4360,Grade 43Csize: size:

(NOTE: 1 length = 6.00m50*50*6mm,3.58kg/m tonne 50*50*6mm,3.58kg/m length

51*51*6.2mm,4.77kg/m tonne 51*51*6.2mm,4.77kg/m length


75*50*6mm,5.65kg/m tonne 75*50*6mm,5.65kg/m length





Fittings and connections Fittings and connections16mm thick mild steel end ptonne 16mm thick mild steel end pSq.m.

10mm thick mild steel gusset 10mm thick mild steel gussetplates tonne plates Sq.m.

Unframed steelwork Unframed steelworkSteel to B.S. 4360 Grade 43 Steel to B.S. 4360 Grade 43Zed purlin 76* 38mm*6.7 kg/tonne Zed purlin 76* 38mm*6.7 kg/length

(NOTE: 1 length = 6.00mDitto 102 * 51mm * 10.42 kgtonne Ditto 102 * 51mm * 10.42 kglength

Ditto 127 * 64mm * 14.90 kgtonne Ditto 127 * 64mm * 14.90 kglength

Channel 229*76mm*26.06 kg/mtonne Channel 229*76mm*26.06 kg/mlength

Finishes FinishesBeds and backing Beds and backingCement and sand (1:4) Cement and sand (1:4) 15mm thick screeded backingSq.m. 85 Cement bag

25mm thick ditto Sq.m. Sand trip1.275

ROOFSECTIONAL SUMMARYCement bag

Sand trip

Aggregate 18mm trip


8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

20mm ditto length

25mm ditto length

32mm ditto length


8mm ditto length

10mm ditto length

12mm ditto length

16mm ditto length

19mm ditto length

25mm ditto length

32mm ditto length

FormworkPlank length(NOTE:1 length of plank = 3.66 metres)

Corrugated sheet roofingLong span aluminium Sq.m.(NOTE:1 length = 12.00 metres)Longspan steel Sq.m.(NOTE:1 length = 12.00 metres)Zinc sheet

WoodworkSawn hardwood150*50mm length(NOTE: 1 length = 3.66m)100*50mm length

75*50mm length

Wrought hardwood300*19mm fascia length(NOTE: 1 length = 3.66m)

Fabricated,hot rolled steel

angles,BS4360,Grade 43Csize:(NOTE: 1 length = 6.00m50*50*6mm,3.58kg/m length

51*51*6.2mm,4.77kg/m length


75*50*6mm,5.65kg/m length



89*64*9.4mm,10.57kg/m length


Fittings and connections16mm thick mild steel end pSq.m.

10mm thick mild steel gussetplates Sq.m.

Steel to B.S. 4360 Grade 43Zed purlin 76* 38mm*6.7 kg/length(NOTE: 1 length = 6.00mDitto 102 * 51mm * 10.42 kglength

Ditto 127 * 64mm * 14.90 kglength

Channel 229*76mm*26.06 kg/mlength

END OF ROOF

ELEMENT NO.5 STAIRCASES MATERIALS' ANALYSISIn situ concrete(1:2:4-18mm aggregate) In situ concrete(1:2:4-18mm aggregate)Staircases Cu.m. 3 Cement bag

Sand trip

Aggregate 18mm trip


















Formwork,sawn Formwork,sawnSoffit of staircase & landiSq.m. 10 Plank No.

Edges of landing slab; not exceeding 250mm Lin.m. 7

Edges of staircase flights; maximum width 310mm Lin.m. 0

Edges of risers not exceeding 250mm Lin.m. 30

35Finishes 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. 3 Cement bag

Treads;300mm wide Lin.m. 0 Sand trip

Risers;150mm high Lin.m. 00.075

In situ finishings In situ finishingsRender,cement and sand (1:6); Render,cement and sand (1:6);15mm thick 15mm thickWalls;internally Sq.m. 3 Cement bag

Soffits of landings Sq.m. 0 Sand trip

Sloping soffits of staircasSq.m. 0

String;not exceeding 300mmgirth Lin.m.

0.045STAIRCASESECTIONAL SUMMARYCement bag

Sand trip

Aggregate 18mm trip

Reinforcement(NOTE:1 bar length = 12.00metres)6mm diameter length

8mm diameter length

10mm diameter length






Bars;high yield steel(NOTE:1 bar length = 12.00metres)6mm diameter length

8mm diameter length







Formwork,sawnEND OF STAIRCASE Plank No.

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. 9 Cement bag

Walls Cu.m. 34 Sand trip43

Aggregate trip

















32mm diameter kg 32mm diameter lengthFormwork;sawn Formwork;sawnSides and soffits of lintelSq.m. 1141 Plank No.

Blockwork BlockworkBlockwork;sandcrete 450*230mm Blockwork;sandcrete 450*230mmin cement and sand (1:3) in cement and sand (1:3)150mm thick Sq.m. 70 150mm thick No.

230mm thick Sq.m. 6789 230mm thick No.96.656

Concrete(1:3) materials for jointingCement bag

Sand trip

INTERNAL AND EXTERNAL WALLSSECTIONAL SUMMARYCement bag

Sand trip

Aggregate trip

Reinforcement(NOTE:1 bar length = 12.00metres)6mm diameter length

8mm diameter length







Bars;high yield steel(NOTE:1 bar length = 12.00metres)6mm diameter length

8mm diameter length







Formwork;sawnPlank No.

Sandcrete block

150mm thick No.

230mm thick No.

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 bagdressing all reveals,junctions andquoins Sq.m. 12029 Sand trip

Curved areas Sq.m.12029

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. 1717 Cement bag

20.604Sand trip

Tiles;slab and block finishings Tiles;slab and block finishingsGlazed ceramic wall tiling;150 * 150 * 6mm Sq.m. 82 150*150*6mm ceramic tiles No.

Brick facing tiling;size Brick facing tiling;size150 * 60 * 15mm Sq.m. 150 * 60 * 15mm No.

WALL FINISHESSECTIONAL SUMMARYCement bag

Sand trip

150*150*6mm ceramic tiles No.

Carton of 150*150mm tiles No.(each carton contains 88 pieces)

Brick facing tiling;sizeEND OF WALL FINISHES 150 * 60 * 15mm No.

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 bagPaving externally Sq. m.

0 Marble bag20 * 100mm high skirting Lin.m. 0

Cement : marble ratio = 1:3Beds and backings Cement bagFloors;screeded bed25mm thick to receive quarry Marble bagtiles Sq. m.

Beds and backings25mm thick to receive Cement bagterrazo paving Sq. m.

Sand trip32mm 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 tiNo.38mm thick to receive ceramic tiling Sq. m. 4770 Carton of 300*300mm PVC tilNo.

(each carton contains 44 pieces)48mm thick to receive PVC floortiling Sq. m. 0 PVC floor tiles;Dunlop 'Semtex'

181.26 or' similar';250 * 250mm fixedTiles;slab and block finishings with adhesive

PVC floor tiles;Dunlop 'Semtex' 250 * 250mm PVC floor tilesNo.or 'similar';300 * 300mm fixed with adhesive Carton of 250*250mm PVC tilesFlooring;2mm thick Sq. m. (each carton contains128 piNo.

PVC floor tiles;Dunlop 'Semtex' Can of approvedor' similar';250 * 250mm fixed adhesive No.with adhesiveFlooring;2mm thick Sq. m. 0 Ebonite strip Length

0Approved ceramic floor tiles; Approved ceramic floor tiles;in cement mortar (1:3);300 * 300 in cement mortar (1:3);300 * 300size sizeFlooring;12mm thick Sq. m. 0 Ceramic floor tiles 300*300*12mm

mm No.Skirting 100mm high Lin.m. 0

0 Approved colour polished naturalmarble in cement mortar (1:3);400 * 400mm size400 * 400 *19mm marble tiles No.

Approved colour polished naturalgranite in cement mortar (1:3);400 * 400mm size

Approved colour polished natural 400 * 400 *19mm marble in cement mortar (1:3); granite tiles No.400 * 400mm sizeFlooring;19mm thick Sq. m. 0 FLOOR FINISHES

SECTIONAL SUMMARYSkirting 100mm high Lin.m. Cement bag

0Approved colour polished natural Marble baggranite in cement mortar (1:3);400 * 400mm size Sand tripFlooring;19mm thick Sq. m. 0

300 * 300 *2mm PVC floor tiNo.Skirting 100mm high Lin.m.

0 Carton of 300*300mm PVC tilNo.(each carton contains 44 pieces)

250 * 250mm PVC floor tilesNo.

Carton of 250*250mm PVC tiles(each carton contains128 piNo.

Can of approvedadhesive No.

Ebonite strip Length

Ceramic floor tiles 225 * 225 *12mm No.

400 * 400 *19mm marble tiles No.

400 * 400 *19mm END OF FLOOR FINISHES granite tiles No.

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. 2293 Cement bag

Plain sheet finishing Sand trip6mm thick hardboard ceilinglining on hardwood noggins Sq.m. 0 Plain sheet finishing

0 Hardboard ceiling sheets;1200 *600 * 600 * 12mm thick chip 2400 * 6mm thick No.board ceiling boards fixed tohardwood noggins Sq.m. 0 Chipboard ceiling boards;600 *

0 600 * 12mm thick No.Suspended ceilingParticle board or other approved Suspended ceilingceiling sheets;1200 * 2400 * 12.5 Particle board or other approvedmm thick;with and including all ceiling sheets;1200 * 2400 * 12.5timber supports;paint finisSq.m. mm thick No.

0Hardwood Hardwood50 * 50mm noggins Lin.m. 50 * 50mm noggins length

0 (NOTE: 1 length = 3.66m)12 * 50mm battens Lin.m. 12 * 50mm battens length

0 (NOTE: 1 length = 3.66m)

CEILING FINISHESSECTIONAL SUMMARYCement bag

Sand trip

Hardboard ceiling sheets;1200 *2400 * 6mm thick No.

Chipboard ceiling boards;600 *600 * 12mm thick No.

Particle board or other approvedceiling sheets;1200 * 2400 * 12.5

mm thick No.

Hardwood50 * 50mm noggins length(NOTE: 1 length = 3.66m)12 * 50mm battens length

END OF CEILING FINISHES (NOTE: 1 length = 3.66m)

ELEMENT NO.10 PAINTING MATERIALS' ANALYSISInternal and External Work Emulsion paint gallon

Prepare prime and apply three Gloss paint gallonfull finishing coats of emulsionpaint; Whitewash primer drum

General surfaces;over 300mm Primer (gloss) gallongirthWalls Texcote drumWalls Sq.m. PAINTING

SECTIONAL SUMMARYStaircases Emulsion paint drumWalls Sq.m.

Gloss paint gallonSoffits of landings Sq.m.

Whitewash primer drumSloping soffits of staircasSq.m. (25 kg drum)

Primer (gloss) gallonString;not exceeding 300mmgirth Lin.m. Texcote drum

(30 kg drum)CeilingsSoffitsSuspended slab Sq.m. 2293

24.64975 2293Painting wood & metal;prime andapply two full coats of glosspaintGeneral surfaces;over 300mmgirth Sq.m.

Ditto;150 - 300mm Lin.m.

Ditto;not exceeding 150mm Lin.m.0 0

Apply two full coats of texcotepaintGeneral surfaces;over 300mm 0 0girth Sq.m.

Ditto;150 - 300mm Lin.m.

Ditto;not exceeding 150mm Lin.m. 0

END OF PAINTINGLaterite trip 0

GRAND SUMMARY OF ALL MATERIALS REQUIRED FOR THE PROJECTS/No. Cement bag 52973.28

Sand trip 3402.684

Aggregate 40mm trip 0

Aggregate 18mm trip 83.21388

6mm mild steel bar length 1699.315

8mm ditto length 220.8624



16mm ditto length 0

20mm ditto length 0

25mm ditto length 0

32mm ditto length 0

6mm high yield steelbar length 103.125








BRC roll 0

Plank length 449.2486

225mm block No. 69120

150mm block No. 1930

Corrugated sheet roofingLong span aluminium Sq.m. 473.55(NOTE:1 length = 12.00 metres)Longspan steel(NOTE:1 length = 12.00 metres)Zinc Sq.m. 0

WoodworkSawn hardwood150*50mm length 166.6667(NOTE: 1 length = 3.66m)100*50mm length 256.5574

75*50mm length 156.8306

Wrought hardwood300*19mm fascia length 0(NOTE: 1 length = 3.66m)

Fabricated,hot rolled steelangles,BS4360,Grade 43Csize:(NOTE: 1 length = 6.00m50*50*6mm,3.58kg/m length 0

51*51*6.2mm,4.77kg/m length 0

57*57*6.2mm,5.35kg/m length 0

75*50*6mm,5.65kg/m length 0

76*64*9.4mm,9.68kg/m length 0

76*76*6.2mm,5.96kg/m length 0

89*64*9.4mm,10.57kg/m length 0

57*57*6.2mm,5.35kg/m length 0

Fittings and connections16mm thick mild steel end pSq.m. 0

10mm thick mild steel gussetplates Sq.m. 0

Steel to B.S. 4360 Grade 43Zed purlin 76* 38mm*6.7 kg/length 0(NOTE: 1 length = 6.00mDitto 102 * 51mm * 10.42 kglength 0

Ditto 127 * 64mm * 14.90 kglength 0

Channel 229*76mm*26.06 kg/mlength 0

150*150*6mm ceramic tiles No. 4008.889

Carton of 150*150mm tiles No. 45.55556(each carton contains 88 pieces)

Brick facing tiling;size150 * 60 * 15mm No. 0

300 * 300 *2mm PVC floor tiNo. 0

Carton of 300*300mm PVC tilNo. 0(each carton contains 44 pieces)

250 * 250mm PVC floor tilesNo. 0

Carton of 250*250mm PVC tiles(each carton contains128 piNo. 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 granite tiles No. 0

Hardboard ceiling sheets;1200 *2400 * 6mm thick No. 0

Chipboard ceiling boards;600 *600 * 12mm thick No. 0

Particle board or other approvedceiling sheets;1200 * 2400 * 12.5mm thick No. 0

Hardwood50 * 50mm noggins length 0(NOTE: 1 length = 3.66m)12 * 50mm battens length 0(NOTE: 1 length = 3.66m)

Emulsion paint gallon 30.9555

Gloss paint gallon 0

Whitewash primer drum 0

Primer (gloss) gallon 0

Texcote drum 0

END OF MADEBOQ 1

p0

MADEBOQ I is a programme that can calculate the quantities of materials that are required for all items of work

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 quantities

The MADEBOQ 1 quantity for foundations is obtained by adding up the individual items of the three bills of

Now;carefully insert your quantities in the yellow cell that is adjacent to your corresponding item

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 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 materials

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 quantities

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

Bright green cells are for outputting quantities of materials for MADEBOQ 1 items.

Read your quantities hereMATERIALS' ANALYSIS

Quantity

0

Concrete (1:3:6-40mm agg.) materials0

0

0

In situ concrete(1:2:4-18mm aggregate)0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0(NOTE:1 length of plank = 3.66 metres)

1230

1230

Concrete(1:3) materials for jointing37.13616

1.313937

12.3984

0.639213

Concrete(1:6) materials for rendering0

0

0

49.53456

1.95315

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1230

1230


4.95

9.35

1699.315

0

136.026

0

0

0

0

0

0

0

0

37.5441

122.3333

0

0

0

28.96175(NOTE:1 length of plank = 3.66 metres)

66

4.95

9.35

1699.315

0

136.026

0

0

0

0

0

0

0

0

37.5441

122.3333

0

0

0

28.96175

In situ concrete(1:2:4-18mm aggregate)184.8

14.85

28.05

0

0

0

0

0

0

0

0

0

0

126.5833

126.5833

0

0

0

0


184.8

14.85

28.05

0

0

0

0

0

0

0

0

0

0

126.5833

126.5833

0

0

0

0

65.09563


4.514436

8.923885

0

0

29.898

0

0

0

0

0

103.125

57.75

36.85

25.575

14.3

9.075

6.05

3.575


473.55

0

0

166.6667

256.5574

156.8306

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10.2

1.4025

234.2

5.916936

8.923885

0

0

29.898

0

0

0

0

0

103.125

57.75

36.85

25.575

14.3

9.075

6.05

3.575


473.55

0

0

166.6667

256.5574

156.8306

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0


1.29

2.49

0

0

4.356

0

0

0

0

0

0

0

17.25

20.46

0

0

0

0

9.562842

0.6

0.026475

0.27

0.011811

18.87

1.328286

2.49

0

0

4.356

0

0

0

0

0

0

0

17.25

20.46

0

0

0

0

9.562842

54

19.35

34.4

0

220.8624

0

333.1328

0

0

0

0

0

0

0

0

0

0

0

0

311.7486

700

67890

Concrete(1:3) materials for jointing966.56

27.90593

1020.56

47.25593

34.4

0

220.8624

0

333.1328

0

0

0

0

0

220.8624

0

0

0

0

0

0

311.7486

700

67890

49318.9

3247.83

206.04

5.948661

4008.889

0

49524.94

3253.779

4008.889

45.55556

0

0

0

0

0

1709.282

63.98478

0

0

0

0

0

0

0

0

0

1709.282

0

63.98478

0

0

0

0

0

0

0

0

0

165.096

8.666457

0

0

0

0

0

165.096

8.666457

0

0

0

0

0

30.9555

0

0.068472

0

0

MATERIAL SCHEDULE FORMAT (edited)

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Transcript of MATERIAL SCHEDULE FORMAT (edited)