Material Schedule Format - Copy

INTRODUCTION TO MADEBOQ 1 MADEBOQ means Materials Analysis Derived from Bills Of Quantities MADEBOQ I is a programme that can calculate the quantities of materials that are required for all items of work in 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 measured work of your elemental bills of quantities into the corresponding sections of MADEBOQ I.For example,input your quantity for concrete in foundations against the corresponding item in MADEBOQ I section for substructure MADEBOQ 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 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 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 corresponding item in MADEBOQ 1 is : S/No.

Description In - situ concrete (1:3:6 - 40mm aggregate) in: 1 Foundations

Unit

Cu.m.

Quantity

69

The MADEBOQ 1 quantity for foundations is obtained by adding up the individual items of the three bills of 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 corresponding item description in MADEBOQ 1. You do this by highlighting the appropriate yellow cell, typing your quantity figure into the cell and then pressing 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 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 also able 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 each element of the works) and grand totals (by which you will be able to ascertain the total quantity of materials 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 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 of all the materials required for your works.

CAUTION!!! NEVER PRESS THE DELETE KEY ON ANY CELL WHATSOEVER. SOME OF THE CELLS ARE LOADED WITH MATHEMATICAL FUNCTIONS WHICH WOULD BE ERASED IF YOU PRESS THE DELETE KEY.THUS IF YOU WISH TO INPUT DATA IN A PARTICULAR CELL,JUST HIGHLIGHT THE CELL AND INPUT YOUR DATA,WITHOUT FIRST DELETING THE CONTENTS OF THE CELL.IN THIS CASE ONCE YOU INPUT YOUR DATA,EXCEL WILL AUTOMATICALLY REPLACE THE CURRENT DATA WITH THE NEW DATA YOU HAVE INPUTTED;AT THE SAME THE PREVAILING MATHEMATICAL FUNTIONS WILL BE PRESERVED TO ENABLE THE PROCESSING OF YOUR WORK. 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 items Bright green cells are for outputting quantities of materials for MADEBOQ 1 items. Grey cells denote unit denomination for all quantities Golden cells are for headings Green cells are for boundaries Turquoise cells are for margins GOOD LUCK!

MADEBOQ 1 STARTS FROM HERE Insert Quantities from the bills of quantities here

Read your quantities here

BILLS OF QUANTITIES ELEMENT NO. 1 - SUBSTRUCTURE s/no Description Hardcore fiiling Hardcore to make up levels

Unit

MATERIALS' ANALYSIS Quantity

Material

Unit trip

Quantity

Cu.m.

0

Laterite

In-situ concrete(1:3:6-40mm aggregate) Foundation Cu.m.

0

Concrete (1:3:6-40mm agg.) materials Cement bag

0

Sand

trip

0

Aggregate 40mm

trip

0

Other

Cu.m.

0

0

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

0

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

0

Bed

Cu.m

0

Sand

trip

0

Column

Cu.m

0

Aggregate 18mm

trip

0

Beam

Cu.m

Other

Cu.m

In situ concrete (1:10) Blinding bed

Cu.m

In situ concrete (1:10) Cement

bag

0

0 0

Sand Reinforcement Bars;round mild steel 6mm diameter

kg

8mm diameter

kg

10mm diameter

trip

0

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

0

8mm diameter

length

0

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

6mm diameter

kg

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

0

8mm diameter

kg

8mm diameter

length

0

10mm diameter

kg

0

10mm diameter

length

0

12mm diameter

kg

0

12mm diameter

length

0

16mm diameter

kg

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

0

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Fabric reinforcement BRC

Sq.m.

0

BRC

roll

0

Formwork;sawn General surfaces

Sq.m.

0

Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

0

Columns and beams

Sq.m.

0 225mm block

No.

0

150mm block

No.

0

0

0

Bars;high yield steel

Sawn formwork to edges 500mm - 1.00m high Sawn formwork to edges

Lin.m

0

Concrete(1:3) materials for jointing

250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

Lin.m. 0

Brickwork and Blockwork Blockwork,sandcrete 450*230 filled solid with concrete 225mm

Sq.m

150mm

Sq.m

Sq.m

bag

0

Sand

trip

0

Concrete(1:6) materials for filling Cement bag

0

Sand

trip

0

Concrete(1:6) materials for rendering Cement bag

0

0

0 0 Rendering Cement and sand (1:6) Rendering

Cement

0

Sand SUBSTRUCTURE Laterite

trip SECTIONAL SUMMARY trip

0

Cement

bag

0

Sand

trip

0

Aggregate 40mm

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

0

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

BRC

roll

0

Plank

length

0

225mm block

No.

0

END OF SUBSTRUCTURE

150mm block

No.

0

ELEMENT NO. 2.FRAME

MATERIALS' ANALYSIS

In situ concrete(1:2:4-18mm aggregate) Columns Cu.m. Beams

Cu.m.

Reinforcement Bars;round mild steel 6mm diameter

kg

8mm diameter

kg

10mm diameter

0 0 0

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

0

Sand

trip

0

Aggregate 18mm

trip

0

0

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

0

0

8mm diameter

length

0

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

6mm diameter

kg

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

0

Bars;high yield steel

0

16mm diameter

kg

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

0

25mm diameter

length

0

32mm diameter Formwork;sawn General surfaces

kg

0

Sq.m.

0

32mm diameter length Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

Columns and beams

Sq.m.

0

Sawn formwork to edges 500mm - 1.00m high

Lin.m

Sawn formwork to edges 250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

0

FRAME SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

Lin.m. 0

32mm ditto

length

0

END OF FRAME

Plank

length

0

ELEMENT NO.3 UPPER FLOORS In situ concrete(1:2:4-18mm aggregate) Slabs Cu.m.

MATERIALS' ANALYSIS In situ concrete(1:2:4-18mm aggregate) Cement bag

0

Sand

trip

0

Aggregate 18mm

trip

0

Reinforcement Bars;round mild steel 6mm diameter

0

kg

Reinforcement (NOTE:1 bar length = 12.00metres) 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

6mm diameter

kg

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

0

8mm diameter

kg

8mm diameter

length

0

10mm diameter

kg

0

10mm diameter

length

0

12mm diameter

kg

0

12mm diameter

length

0

16mm diameter

kg

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Formwork;sawn General surfaces

Sq.m.

Formwork Plank

length

0

0

Bars;high yield steel

0

(NOTE:1 length of plank = 3.66 metres) Columns and beams

Sq.m. UPPER FLOORS SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm

length

0

6mm high yield steel

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

END UPPER FLOORS

Plank

length

0

ELEMENT NO.4 ROOF

MATERIALS' ANALYSIS In situ concrete(1:2:4-18mm aggregate) Cement bag

0

Sawn formwork to edges 500mm - 1.00m high

Lin.m

Sawn formwork to edges 250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

0

Lin.m. 0

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

Upstand beams

Cu.m.

Roof beams

Cu.m.

Fascia

Cu.m.

Other

Cu.m.

0

Sand

trip

0

Aggregate 18mm

trip

0

0 Reinforcement Bars;round mild steel 6mm diameter

kg

Reinforcement (NOTE:1 bar length = 12.00metres) 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

6mm diameter

kg

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

19mm diameter

kg

19mm diameter

length

0

25mm diameter

kg

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Formwork;sawn General surfaces

Sq.m.

Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

0

To columns and beams

Sq.m.

Sawn formwork to edges 500mm - 1.00m high

Lin.m

0

Bars;high yield steel

0

Sawn formwork to edges 250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

Lin.m. 0

Roofing Corrugated sheet roofing Longspan aluminium

Sq.m

Longspan steel

Sq.m

Zinc

Sq.m

0

0 0

Roofing Corrugated sheet roofing Long span aluminium

Sq.m.

0

Longspan steel

Sq.m.

0

Zinc

sheet

0

length

0

length

0

Woodwork Sawn hardwood 150*50mm

Lin.m.

0

100*50mm

Lin.m.

0

Woodwork Sawn hardwood 150*50mm (NOTE: 1 length = 3.66m) 100*50mm

75*50mm

Lin.m.

0

75*50mm

length

0

Wrought hardwood 300*19mm fascia

Lin.m.

0

Wrought hardwood 300*19mm fascia (NOTE: 1 length = 3.66m)

length

0

length

0

Structural Steelwork Fabricated,hot rolled steel angles,BS4360,Grade 43C size: 50*50*6mm,3.58kg/m

tonne

Fabricated,hot rolled steel angles,BS4360,Grade 43C size: (NOTE: 1 length length==6.00m) 6.00m 50*50*6mm,3.58kg/m

51*51*6.2mm,4.77kg/m

tonne

51*51*6.2mm,4.77kg/m

length

0

57*57*6.2mm,5.35kg/m

tonne

57*57*6.2mm,5.35kg/m

length

0

75*50*6mm,5.65kg/m

tonne

75*50*6mm,5.65kg/m

length

0

76*64*9.4mm,9.68kg/m

tonne

76*64*9.4mm,9.68kg/m

length

0

76*76*6.2mm,5.96kg/m

tonne

76*76*6.2mm,5.96kg/m

length

0

89*64*9.4mm,10.57kg/m

tonne

89*64*9.4mm,10.57kg/m

length

0

57*57*6.2mm,5.35kg/m

tonne

57*57*6.2mm,5.35kg/m

length

0

Fittings and connections

Fittings and connections

16mm thick mild steel end plates

tonne

16mm thick mild steel end plates Sq.m.

0

10mm thick mild steel gusset plates

tonne

10mm thick mild steel gusset plates

Sq.m.

0

length

0

length

0

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

tonne

Ditto 102 * 51mm * 10.42 kg/m

tonne

Unframed steelwork Steel to B.S. 4360 Grade 43 Zed purlin 76* 38mm*6.7 kg/m (NOTE: 1 length length==6.00m) 6.00m Ditto 102 * 51mm * 10.42 kg/m

Ditto 127 * 64mm * 14.90 kg/m

tonne

Ditto 127 * 64mm * 14.90 kg/m

length

0

Channel 229*76mm*26.06 kg/m

tonne

Channel 229*76mm*26.06 kg/m length

0

Finishes Beds and backing Cement and sand (1:4) 15mm thick screeded backing

Sq.m.

Finishes Beds and backing Cement and sand (1:4) Cement

bag

0

25mm thick ditto

Sq.m.

Sand

trip

0

ROOF SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

0

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

0 0 0

Woodwork Sawn hardwood 150*50mm (NOTE: 1 length = 3.66m) 100*50mm

length

0

length

0

75*50mm

length

0

Wrought hardwood 300*19mm fascia (NOTE: 1 length = 3.66m)

length

0

Fabricated,hot rolled steel angles,BS4360,Grade 43C size: (NOTE: 1 length length==6.00m) 6.00m 50*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 connections 16mm thick mild steel end plates Sq.m.

0

10mm thick mild steel gusset plates

Sq.m.

0

length

0

length

0

length

0

Channel 229*76mm*26.06 kg/m length

0

MATERIALS' ANALYSIS In situ concrete(1:2:4-18mm aggregate) Cement bag

0

Sand

trip

0

Aggregate 18mm

trip

0

Steel to B.S. 4360 Grade 43 Zed purlin 76* 38mm*6.7 kg/m (NOTE: 1 length length==6.00m) 6.00m Ditto 102 * 51mm * 10.42 kg/m Ditto 127 * 64mm * 14.90 kg/m

END OF ROOF ELEMENT NO.5 STAIRCASES In situ concrete(1:2:4-18mm aggregate) Staircases Cu.m.

Reinforcement Bars;round mild steel 6mm diameter

0

kg

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

0

8mm diameter

kg

8mm diameter

length

0

10mm diameter

kg

10mm diameter

length

0

12mm diameter

kg

0

12mm diameter

length

0

16mm diameter

kg

0

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

6mm diameter

kg

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

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

0

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Formwork,sawn Soffit of staircase & landings

Sq.m.

0

Formwork,sawn Plank

No.

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 0

bag

0

Bars;high yield steel

0

Finishes Beds and backing Cement and sand (1:4) 25mm thick screeded backing Surfaces over 300mm wide

Sq.m.

0

Finishes Beds and backing Cement and sand (1:4) 25mm thick screeded backing Cement

Treads;300mm wide

Lin.m.

0

Sand

trip

0

Risers;150mm high

Lin.m.

0 0 In situ finishings Render,cement and sand (1:6); 15mm thick Cement

bag

0

Sand

trip

0

In situ finishings Render,cement and sand (1:6); 15mm thick Walls;internally

Sq.m.

Soffits of landings

Sq.m.

0

Sloping soffits of staircase

Sq.m.

0

String;not exceeding 300mm girth

Lin.m. 0 STAIRCASE SECTIONAL SUMMARY Cement

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

END OF STAIRCASE

Formwork,sawn Plank

No.

0

ELEMENT NO. 6 INTERNAL AND EXTERNAL WALLS

MATERIALS' ANALYSIS

Concretework In situ concrete Reinforced;(1:2:4 - 18mm agg.) Beams;isolated as lintels

Cu.m.

Walls

Cu.m.

0

Concretework In situ concrete Reinforced;(1:2:4 - 18mm agg.) Cement

bag

0

Sand

trip

0

Aggregate

trip

0

0

Reinforcement Bars;round mild steel 6mm diameter

kg

Reinforcement (NOTE:1 bar length = 12.00metres) 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

6mm diameter

kg

Bars;high yield steel (NOTE:1 bar length = 12.00metres) 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 Formwork;sawn Sides and soffits of lintels

kg

32mm diameter Formwork;sawn Plank

length

0

No.

0

Bars;high yield steel

Blockwork Blockwork;sandcrete 450*230mm in cement and sand (1:3)

Sq.m.

0

Blockwork Blockwork;sandcrete 450*230mm in cement and sand (1:3)

150mm thick

Sq.m.

230mm thick

Sq.m.

0 0

150mm thick

No.

0

230mm thick

No.

0

Concrete(1:3) materials for jointing Cement bag

0

Sand

0

trip

INTERNAL AND EXTERNAL WALLS SECTIONAL SUMMARY Cement 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;sawn Plank

No.

0

150mm thick

No.

0

230mm thick

No.

0

MATERIALS' ANALYSIS Internal and External Work In situ finishings Render;cement and sand (1:6) 15mm thick Cement

bag

0

Sand

trip

0

Walls;cement and sand (1:3) Screeded backing;12mm thick Cement

bag

0

Sand Tiles;slab and block finishings

trip

0

150*150*6mm ceramic tiles

No.

0

Brick facing tiling;size 150 * 60 * 15mm

No.

0

WALL FINISHES SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

150*150*6mm ceramic tiles

No.

0

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

0

Sandcrete block

ELEMENT NO. 7 WALL FINISHES Internal and External Work In situ finishings Render;cement and sand (1:6) 15mm thick Over 300mm wide;including dressing all reveals,junctions and quoins Sq.m. Curved areas

0

Sq.m. 0

Walls;cement and sand (1:3) Screeded backing;12mm thick To receive ceramic tiles

Sq.m.

Tiles;slab and block finishings Glazed ceramic wall tiling; 150 * 150 * 6mm

Sq.m.

Brick facing tiling;size 150 * 60 * 15mm

Sq.m.

END OF WALL FINISHES

0 0

0

Brick facing tiling;size 150 * 60 * 15mm

No.

0

ELEMENT NO. 8 FLOOR FINISHES Internal and External Work Polished in situ terrazo paving; 25mm thick in 1200 * 1200mm bays with an including black ebonite strips Paving internally

Sq. m.

Paving externally

Sq. m.

20 * 100mm high skirting

Lin.m.

Beds and backings Floors;screeded bed 25mm thick to receive quarry tiles 25mm thick to receive terrazo paving

Sq. m.

Sq. m.

32mm thick to receive granite tiling

Sq. m.

38mm thick to receive ceramic tiling

Sq. m.

48mm thick to receive PVC floor tiling

Sq. m.

PVC floor tiles;Dunlop 'Semtex' or' similar';250 * 250mm fixed with adhesive Flooring;2mm thick

0 0

bag

0

Marble

bag

0

Cement : marble ratio = 1:3 Cement

bag

0

Marble

bag

0

Beds and backings Cement

bag

0

Sand

trip

0

Tiles;slab and block finishings PVC floor tiles;Dunlop 'Semtex' or 'similar';300 * 300mm fixed with adhesive 300 * 300 *2mm PVC floor tiles

No.

0

Carton of 300*300mm PVC tiles No. (each carton contains 44 pieces)

0

0

Sq. m.

32mm thick to receive marble tiling

Tiles;slab and block finishings PVC floor tiles;Dunlop 'Semtex' or 'similar';300 * 300mm fixed with adhesive Flooring;2mm thick

0

MATERIALS' ANALYSIS Internal and External Work Polished in situ terrazo paving; 25mm thick in 1200 * 1200mm bays with an including black ebonite strips Cement : marble ratio = 1:2.5 Cement

0 0

Sq. m.

Sq. m.

0 0

Approved ceramic floor tiles; in cement mortar (1:3);300 * 300 size Flooring;12mm thick

Sq. m.

0

Skirting 100mm high

Lin.m.

0 0

PVC floor tiles;Dunlop 'Semtex' or' similar';250 * 250mm fixed with adhesive 250 * 250mm PVC floor tiles

No.

0

Carton of 250*250mm PVC tiles (each carton contains128 pieces) No.

0

Can of approved adhesive

No.

0

Ebonite strip

Length

0

Approved ceramic floor tiles; in cement mortar (1:3);300 * 300 size Ceramic floor tiles 300*300*12mm mm No. Approved colour polished natural

0

marble in cement mortar (1:3); 400 * 400mm size 400 * 400 *19mm marble tiles

Approved colour polished natural marble in cement mortar (1:3); 400 * 400mm size Flooring;19mm thick

Sq. m.

Skirting 100mm high

Lin.m.

0

No.

0

Approved colour polished natural granite in cement mortar (1:3); 400 * 400mm size 400 * 400 *19mm granite tiles No.

0

FLOOR FINISHES SECTIONAL SUMMARY Cement

bag

0

Marble

bag

0

Sand

trip

0

300 * 300 *2mm PVC floor tiles

No.

0

Carton of 300*300mm PVC tiles No. (each carton contains 44 pieces)

0

250 * 250mm PVC floor tiles

No.

0

Carton of 250*250mm PVC tiles (each carton contains128 pieces) No.

0

Can of approved adhesive

No.

0

Ebonite strip

Length

0

0 Approved colour polished natural granite in cement mortar (1:3); 400 * 400mm size Flooring;19mm thick

Sq. m.

Skirting 100mm high

Lin.m.

0

0

Ceramic floor tiles 225 * 225 *12 mm No.

0

400 * 400 *19mm marble tiles

No.

0

END OF FLOOR FINISHES

400 * 400 *19mm granite tiles

No.

0

ELEMENT NO.9 CEILING FINISHES Internal and External Work In situ finishings Render;cement and sand (1:6) Soffits

MATERIALS' ANALYSIS Internal and External Work In situ finishings Render;cement and sand (1:6) Cement

bag

0

Sand

trip

0

Plain sheet finishing 6mm thick hardboard ceiling

Sq.m.

0

lining on hardwood noggins 600 * 600 * 12mm thick chip board ceiling boards fixed to hardwood noggins Suspended ceiling Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick;with and including all timber supports;paint finish

Sq.m.

Sq.m.

0 0

0 0

Sq.m.

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

0

Chipboard ceiling boards;600 * 600 * 12mm thick

No.

0

Suspended ceiling Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick No.

0

0 Hardwood 50 * 50mm noggins

Lin.m.

12 * 50mm battens

Lin.m.

0 0 0 0

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

length

0

length

0

CEILING FINISHES SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

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

0

Chipboard ceiling boards;600 * 600 * 12mm thick

No.

0

Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick No.

0

END OF CEILING FINISHES

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

ELEMENT NO.10 PAINTING Internal and External Work

MATERIALS' ANALYSIS Emulsion paint

gallon

Prepare prime and apply three full finishing coats of emulsion paint;

Gloss paint

gallon

Whitewash primer

drum

General surfaces;over 300mm girth Walls Walls

Primer (gloss)

gallon

Texcote PAINTING

drum

Sq.m.

0

length

0

length

0

Staircases Walls

Sq.m.

Soffits of landings

Sq.m.

Sloping soffits of staircase

Lin.m.

Ceilings Soffits Suspended slab

Sq.m.

0

0

0

0

Gloss paint

gallon

0

Whitewash primer (25 kg drum) Primer (gloss)

drum

0

gallon

0

Texcote (30 kg drum)

drum

0

0 0

Painting wood & metal;prime and apply two full coats of gloss paint General surfaces;over 300mm girth Sq.m.

0

Ditto;150 - 300mm

Lin.m.

0

Ditto;not exceeding 150mm

Lin.m.

0 0

0

Apply two full coats of texcote paint General surfaces;over 300mm girth

Sq.m.

Ditto;150 - 300mm

Lin.m.

Ditto;not exceeding 150mm

Lin.m.

0

trip

0

END OF PAINTING Laterite

drum

0

Sq.m.

String;not exceeding 300mm girth

SECTIONAL SUMMARY Emulsion paint

0

0 0

GRAND SUMMARY OF ALL MATERIALS REQUIRED FOR THE PROJECT S/No.

Cement

bag

0

Sand

trip

0

Aggregate 40mm

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

BRC

roll

0

Plank

length

0

225mm block

No.

0

150mm block

No.

0

Sq.m.

0

Sq.m.

0

length

0

Corrugated sheet roofing Long span aluminium (NOTE:1 length = 12.00 metres) Longspan steel (NOTE:1 length = 12.00 metres) Zinc

Woodwork Sawn hardwood 150*50mm (NOTE: 1 length = 3.66m)

100*50mm

length

0

75*50mm

length

0

Wrought hardwood 300*19mm fascia (NOTE: 1 length = 3.66m)

length

0

Fabricated,hot rolled steel angles,BS4360,Grade 43C size: (NOTE: 1 length length==6.00m) 6.00m 50*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 connections 16mm thick mild steel end plates

Sq.m.

0

10mm thick mild steel gusset plates

Sq.m.

0

length

0

length

0

Ditto 127 * 64mm * 14.90 kg/m

length

0

Channel 229*76mm*26.06 kg/m

length

0

150*150*6mm ceramic tiles

No.

0

Carton of 150*150mm tiles (each carton contains 88 pieces)

No.

0

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

Brick facing tiling;size 150 * 60 * 15mm

No.

0

300 * 300 *2mm PVC floor tiles

No.

0

Carton of 300*300mm PVC tiles (each carton contains 44 pieces)

No.

0

250 * 250mm PVC floor tiles

No.

0

Carton of 250*250mm PVC tiles (each carton contains128 pieces) No.

0

Can of approved adhesive

No.

0

Ebonite strip

Length

0

Ceramic floor tiles 225 * 225 *12 mm

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 approved ceiling sheets;1200 * 2400 * 12.5 mm thick

No.

0

length

0

length

0

Emulsion paint

gallon

0

Gloss paint

gallon

0

Whitewash primer

drum

0

Primer (gloss)

gallon

0

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

Texcote

drum

0

END OF MADEBOQ 1

p0

THOUT

F YOUR CELLS

INTRODUCTION TO MADEBOQ 1 MADEBOQ means Materials Analysis Derived from Bills Of Quantities MADEBOQ I is a programme that can calculate the quantities of materials that are required for all items of work in 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 measured work of your elemental bills of quantities into the corresponding sections of MADEBOQ I.For example,input your quantity for concrete in foundations against the corresponding item in MADEBOQ I section for substructure MADEBOQ 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 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 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 corresponding item in MADEBOQ 1 is : S/No.

Description In - situ concrete (1:3:6 - 40mm aggregate) in: 1 Foundations

Unit

Cu.m.

Quantity

69

The MADEBOQ 1 quantity for foundations is obtained by adding up the individual items of the three bills of 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 corresponding item description in MADEBOQ 1. You do this by highlighting the appropriate yellow cell, typing your quantity figure into the cell and then pressing 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 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 also able 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 each element of the works) and grand totals (by which you will be able to ascertain the total quantity of materials 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 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 of all the materials required for your works.

CAUTION!!! NEVER PRESS THE DELETE KEY ON ANY CELL WHATSOEVER. SOME OF THE CELLS ARE LOADED WITH MATHEMATICAL FUNCTIONS WHICH WOULD BE ERASED IF YOU PRESS THE DELETE KEY.THUS IF YOU WISH TO INPUT DATA IN A PARTICULAR CELL,JUST HIGHLIGHT THE CELL AND INPUT YOUR DATA,WITHOUT FIRST DELETING THE CONTENTS OF THE CELL.IN THIS CASE ONCE YOU INPUT YOUR DATA,EXCEL WILL AUTOMATICALLY REPLACE THE CURRENT DATA WITH THE NEW DATA YOU HAVE INPUTTED;AT THE SAME THE PREVAILING MATHEMATICAL FUNTIONS WILL BE PRESERVED TO ENABLE THE PROCESSING OF YOUR WORK. 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 items Bright green cells are for outputting quantities of materials for MADEBOQ 1 items. Grey cells denote unit denomination for all quantities Golden cells are for headings Green cells are for boundaries Turquoise cells are for margins GOOD LUCK!

MADEBOQ 1 STARTS FROM HERE Insert Quantities from the bills of quantitieshere

Read your quantities here

BILLS OF QUANTITIES ELEMENT NO. 1 - SUBSTRUCTURE s/no Description Hardcore fiiling Hardcore to make up levels

Unit

MATERIALS' ANALYSIS Quantity

Material

Unit trip

Quantity

Cu.m.

15

Laterite

In-situ concrete(1:3:6-40mm aggregate) Foundation Cu.m.

0 14 0 0 14

Concrete (1:3:6-40mm agg.) materials Cement bag

56

Sand

trip

6.3

Aggregate 40mm

trip

12.6

Other

Cu.m.

4.17

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

0

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

Bed

Cu.m

0

Sand

trip

0.43

Column

Cu.m

1

Aggregate 18mm

trip

0.85

Beam

Cu.m

Other

Cu.m

0 1

In situ concrete (1:10) Blinding bed

Cu.m

1

In situ concrete (1:10) Cement

bag

4.29

6

Sand Reinforcement Bars;round mild steel 6mm diameter

trip

0.4

kg

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

0

8mm diameter

kg

8mm diameter

length

0

10mm diameter

kg

10mm diameter

length

0.83

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

6mm diameter

kg

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

0

8mm diameter

kg

8mm diameter

length

0

10mm diameter

kg

0

10mm diameter

length

0

12mm diameter

kg

50

12mm diameter

length

5.12

16mm diameter

kg

100

16mm diameter

length

8.33

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

0

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Fabric reinforcement BRC

Sq.m.

0

BRC

roll

0

Formwork;sawn General surfaces

Sq.m.

0

Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

Columns and beams

Sq.m.

0

10

Bars;high yield steel

Sawn formwork to edges 500mm - 1.00m high Sawn formwork to edges

Lin.m

0

10.38

225mm block

No.

800

150mm block

No.

0

Concrete(1:3) materials for jointing

250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

Lin.m.

76

38 Brickwork and Blockwork Blockwork,sandcrete 450*230 filled solid with concrete 225mm

Sq.m

80

150mm

Sq.m

0 1.84 0.8

Rendering Cement and sand (1:6) Rendering

Sq.m

0

Cement

bag

15.01

Sand

trip

0.53

Concrete(1:6) materials for filling Cement bag

4.48

Sand

trip

0.23

Concrete(1:6) materials for rendering Cement bag

0

Sand SUBSTRUCTURE Laterite

trip SECTIONAL SUMMARY trip

0 4.17

Cement

bag

85.78

Sand

trip

7.89

Aggregate 40mm

trip

12.6

Aggregate 18mm

trip

0.85

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0.83

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

5.12

16mm ditto

length

8.33

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

BRC

roll

0

Plank

length

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) Columns Cu.m. Beams

Cu.m.

Reinforcement Bars;round mild steel 6mm diameter

kg

8mm diameter

kg

10mm diameter

kg

12mm diameter

kg

16mm diameter

0 0 0

10.38

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

0

Sand

trip

0

Aggregate 18mm

trip

0

0

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

0

0

8mm diameter

length

0

10mm diameter

length

0

12mm diameter

length

0

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

6mm diameter

kg

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

0

Bars;high yield steel

0

16mm diameter

kg

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

0

25mm diameter

length

0

32mm diameter Formwork;sawn General surfaces

kg

0

Sq.m.

0

32mm diameter length Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

Columns and beams

Sq.m.

0

Sawn formwork to edges 500mm - 1.00m high

Lin.m

Sawn formwork to edges 250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

0

FRAME SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

Lin.m. 0

32mm ditto

length

0

END OF FRAME

Plank

length

0

ELEMENT NO.3 UPPER FLOORS In situ concrete(1:2:4-18mm aggregate) Slabs Cu.m.

MATERIALS' ANALYSIS In situ concrete(1:2:4-18mm aggregate) Cement bag

0

Sand

trip

0

Aggregate 18mm

trip

0

Reinforcement Bars;round mild steel 6mm diameter

0

kg

Reinforcement (NOTE:1 bar length = 12.00metres) 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

6mm diameter

kg

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

0

8mm diameter

kg

8mm diameter

length

0

10mm diameter

kg

0

10mm diameter

length

0

12mm diameter

kg

0

12mm diameter

length

0

16mm diameter

kg

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Formwork;sawn General surfaces

Sq.m.

Formwork Plank

length

0

Bars;high yield steel

0

(NOTE:1 length of plank = 3.66 metres) Columns and beams

Sq.m. UPPER FLOORS SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm

length

0

6mm high yield steel

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

END UPPER FLOORS

Plank

length

0

ELEMENT NO.4 ROOF

MATERIALS' ANALYSIS In situ concrete(1:2:4-18mm aggregate) Cement bag

0

Sawn formwork to edges 500mm - 1.00m high

Lin.m

Sawn formwork to edges 250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

Lin.m. 0

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

Upstand beams

Cu.m.

Sand

trip

0

Roof beams

Cu.m.

Aggregate 18mm

trip

0

Fascia

Cu.m.

Other

Cu.m. 0

Reinforcement Bars;round mild steel 6mm diameter

kg

Reinforcement (NOTE:1 bar length = 12.00metres) 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

6mm diameter

kg

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

19mm diameter

kg

19mm diameter

length

0

25mm diameter

kg

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Formwork;sawn General surfaces

Sq.m.

Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

0

To columns and beams

Sq.m.

Sawn formwork to edges 500mm - 1.00m high

Lin.m

Bars;high yield steel

Sawn formwork to edges 250 - 500mm high

Lin.m.

Sawn formwork to edges not exceeding 250mm high

Lin.m. 0

Roofing Corrugated sheet roofing Longspan aluminium

Sq.m

Longspan steel

Sq.m

Zinc

Sq.m

0

0 0

Roofing Corrugated sheet roofing Long span aluminium

Sq.m.

0

Longspan steel

Sq.m.

0

Zinc

sheet

0

length

0

length

0

Woodwork Sawn hardwood 150*50mm

Lin.m.

0

100*50mm

Lin.m.

0

Woodwork Sawn hardwood 150*50mm (NOTE: 1 length = 3.66m) 100*50mm

75*50mm

Lin.m.

0

75*50mm

length

0

Wrought hardwood 300*19mm fascia

Lin.m.

0

Wrought hardwood 300*19mm fascia (NOTE: 1 length = 3.66m)

length

0

length

0

Structural Steelwork Fabricated,hot rolled steel angles,BS4360,Grade 43C size: 50*50*6mm,3.58kg/m

tonne

Fabricated,hot rolled steel angles,BS4360,Grade 43C size: (NOTE: 1 length length==6.00m) 6.00m 50*50*6mm,3.58kg/m

51*51*6.2mm,4.77kg/m

tonne

51*51*6.2mm,4.77kg/m

length

0

57*57*6.2mm,5.35kg/m

tonne

57*57*6.2mm,5.35kg/m

length

0

75*50*6mm,5.65kg/m

tonne

75*50*6mm,5.65kg/m

length

0

76*64*9.4mm,9.68kg/m

tonne

76*64*9.4mm,9.68kg/m

length

0

76*76*6.2mm,5.96kg/m

tonne

76*76*6.2mm,5.96kg/m

length

0

89*64*9.4mm,10.57kg/m

tonne

89*64*9.4mm,10.57kg/m

length

0

57*57*6.2mm,5.35kg/m

tonne

57*57*6.2mm,5.35kg/m

length

0

Fittings and connections

Fittings and connections

16mm thick mild steel end plates tonne

16mm thick mild steel end plates Sq.m.

0

10mm thick mild steel gusset plates

10mm thick mild steel gusset plates

Sq.m.

0

length

0

length

0

length

0

Channel 229*76mm*26.06 kg/m tonne

Channel 229*76mm*26.06 kg/m length

0

Finishes Beds and backing Cement and sand (1:4) 15mm thick screeded backing

Sq.m.

Finishes Beds and backing Cement and sand (1:4) Cement

bag

0

25mm thick ditto

Sq.m.

Sand

trip

0

ROOF SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

Aggregate 18mm

trip

0

6mm mild steel bar

length

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

tonne

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

tonne

Ditto 102 * 51mm * 10.42 kg/m

tonne

Unframed steelwork Steel to B.S. 4360 Grade 43 Zed purlin 76* 38mm*6.7 kg/m (NOTE: 1 length length==6.00m) 6.00m Ditto 102 * 51mm * 10.42 kg/m

Ditto 127 * 64mm * 14.90 kg/m

tonne

Ditto 127 * 64mm * 14.90 kg/m

0

8mm ditto

length

0

10mm ditto

length

0

12mm ditto

length

0

16mm ditto

length

0

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

Formwork Plank length (NOTE:1 length of plank = 3.66 metres)

0

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

0 0 0

Woodwork Sawn hardwood 150*50mm (NOTE: 1 length = 3.66m) 100*50mm

length

0

length

0

75*50mm

length

0

Wrought hardwood 300*19mm fascia (NOTE: 1 length = 3.66m)

length

0

Fabricated,hot rolled steel angles,BS4360,Grade 43C size: (NOTE: 1 length length==6.00m) 6.00m 50*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 connections 16mm thick mild steel end plates Sq.m.

0

10mm thick mild steel gusset plates

Sq.m.

0

length

0

length

0

length

0

Channel 229*76mm*26.06 kg/m length

0

MATERIALS' ANALYSIS In situ concrete(1:2:4-18mm aggregate) Cement bag

0

Sand

trip

0

Aggregate 18mm

trip

0

Steel to B.S. 4360 Grade 43 Zed purlin 76* 38mm*6.7 kg/m (NOTE: 1 length length==6.00m) 6.00m Ditto 102 * 51mm * 10.42 kg/m Ditto 127 * 64mm * 14.90 kg/m

END OF ROOF ELEMENT NO.5 STAIRCASES In situ concrete(1:2:4-18mm aggregate) Staircases Cu.m.

Reinforcement Bars;round mild steel 6mm diameter

0

kg

Reinforcement (NOTE:1 bar length = 12.00metres) 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

6mm diameter

kg

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

0

16mm diameter

length

0

19mm diameter

kg

0

19mm diameter

length

0

25mm diameter

kg

0

25mm diameter

length

0

32mm diameter

kg

32mm diameter

length

0

Formwork,sawn Soffit of staircase & landings

Sq.m.

0

Formwork,sawn Plank

No.

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 0

bag

0

Bars;high yield steel

0

Finishes Beds and backing Cement and sand (1:4) 25mm thick screeded backing Surfaces over 300mm wide

Sq.m.

0

Finishes Beds and backing Cement and sand (1:4) 25mm thick screeded backing Cement

Treads;300mm wide

Lin.m.

0

Sand

trip

0

Risers;150mm high

Lin.m.

0 0 In situ finishings Render,cement and sand (1:6); 15mm thick Cement

bag

0

Sand

trip

0

In situ finishings Render,cement and sand (1:6); 15mm thick Walls;internally

Sq.m.

Soffits of landings

Sq.m.

0

Sloping soffits of staircase

Sq.m.

0

String;not exceeding 300mm girth

Lin.m. 0 STAIRCASE SECTIONAL SUMMARY Cement

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

END OF STAIRCASE

Formwork,sawn Plank

No.

0

ELEMENT NO. 6 INTERNAL AND EXTERNAL WALLS

MATERIALS' ANALYSIS

Concretework In situ concrete Reinforced;(1:2:4 - 18mm agg.) Beams;isolated as lintels

Cu.m.

Walls

Cu.m.

3

Concretework In situ concrete Reinforced;(1:2:4 - 18mm agg.) Cement

bag

18

Sand

trip

1.35

Aggregate

trip

2.4

3

Reinforcement Bars;round mild steel 6mm diameter

kg

8mm diameter

kg

10mm diameter

Reinforcement (NOTE:1 bar length = 12.00metres) 6mm diameter length 70

0

8mm diameter

length

21.71

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

6mm diameter

kg

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

1.42

16mm diameter

kg

16mm diameter

length

0

19mm diameter

kg

19mm diameter

length

0

25mm diameter

kg

25mm diameter

length

0

32mm diameter Formwork;sawn Sides and soffits of lintels

kg

32mm diameter Formwork;sawn Plank

length

0

Bars;high yield steel

Blockwork Blockwork;sandcrete 450*230mm in cement and sand (1:3)

Sq.m.

31

Blockwork Blockwork;sandcrete 450*230mm in cement and sand (1:3)

No.

8.47

150mm thick

Sq.m.

237

150mm thick

No.

2370

230mm thick

Sq.m.

0 5.45

230mm thick

No.

0

Concrete(1:3) materials for jointing Cement bag

54.51

Sand

trip

INTERNAL AND EXTERNAL WALLS SECTIONAL SUMMARY Cement bag

1.57

72.51

Sand

trip

2.92

Aggregate

trip

2.4

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

0

8mm diameter

length

21.71

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

21.71

10mm diameter

length

0

12mm diameter

length

1.42

16mm diameter

length

0

19mm diameter

length

0

25mm diameter

length

0

32mm diameter

length

0

Formwork;sawn Plank

No.

8.47

150mm thick

No.

2370

230mm thick

No.

0

MATERIALS' ANALYSIS Internal and External Work In situ finishings Render;cement and sand (1:6) 15mm thick Cement

bag

1701.5

Sand

trip

112.05

Walls;cement and sand (1:3) Screeded backing;12mm thick Cement

bag

10.8

Sand Tiles;slab and block finishings

trip

0.31

150*150*6mm ceramic tiles

No.

4400

Brick facing tiling;size 150 * 60 * 15mm

No.

0

WALL FINISHES SECTIONAL SUMMARY Cement

bag

1712.3

Sand

trip

112.36

150*150*6mm ceramic tiles

No.

4400

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

50

Sandcrete block

ELEMENT NO. 7 WALL FINISHES Internal and External Work In situ finishings Render;cement and sand (1:6) 15mm thick Over 300mm wide;including dressing all reveals,junctions and quoins Sq.m. Curved areas

415

Sq.m. 415

Walls;cement and sand (1:3) Screeded backing;12mm thick To receive ceramic tiles

Sq.m.

Tiles;slab and block finishings Glazed ceramic wall tiling; 150 * 150 * 6mm

Sq.m.

Brick facing tiling;size 150 * 60 * 15mm

Sq.m.

END OF WALL FINISHES

90 1.08

90

Brick facing tiling;size 150 * 60 * 15mm

No.

0

ELEMENT NO. 8 FLOOR FINISHES Internal and External Work Polished in situ terrazo paving; 25mm thick in 1200 * 1200mm bays with an including black ebonite strips Paving internally

Sq. m.

Paving externally

Sq. m.

20 * 100mm high skirting

Lin.m.

Beds and backings Floors;screeded bed 25mm thick to receive quarry tiles 25mm thick to receive terrazo paving

Sq. m.

Sq. m.

32mm thick to receive granite tiling

Sq. m.

Sq. m.

48mm thick to receive PVC floor tiling Sq. m. Tiles;slab and block finishings PVC floor tiles;Dunlop 'Semtex' or 'similar';300 * 300mm fixed with adhesive Flooring;2mm thick PVC floor tiles;Dunlop 'Semtex' or' similar';250 * 250mm fixed with adhesive Flooring;2mm thick

0

Marble

bag

0

Cement : marble ratio = 1:3 Cement

bag

0

Marble

bag

0

Beds and backings Cement

bag

104.64

Sand

trip

3.92

Tiles;slab and block finishings PVC floor tiles;Dunlop 'Semtex' or 'similar';300 * 300mm fixed with adhesive 300 * 300 *2mm PVC floor tiles

No.

0

292

Carton of 300*300mm PVC tiles No. (each carton contains 44 pieces)

0

0 11.1

PVC floor tiles;Dunlop 'Semtex' or' similar';250 * 250mm fixed with adhesive 250 * 250mm PVC floor tiles

0 0

0

Sq. m.

Sq. m.

Approved ceramic floor tiles; in cement mortar (1:3);300 * 300 size Flooring;12mm thick Sq. m. Skirting 100mm high

bag

0

Sq. m.

32mm thick to receive marble tiling

38mm thick to receive ceramic tiling

MATERIALS' ANALYSIS Internal and External Work Polished in situ terrazo paving; 25mm thick in 1200 * 1200mm bays with an including black ebonite strips Cement : marble ratio = 1:2.5 Cement

Lin.m.

0 0

292 0 292

No.

0

Carton of 250*250mm PVC tiles (each carton contains128 pieces) No.

0

Can of approved adhesive

No.

0

Ebonite strip

Length

0

Approved ceramic floor tiles; in cement mortar (1:3);300 * 300 size Ceramic floor tiles 300*300*12mm mm No. Approved colour polished natural

6056.3

marble in cement mortar (1:3); 400 * 400mm size 400 * 400 *19mm marble tiles

Approved colour polished natural marble in cement mortar (1:3); 400 * 400mm size Flooring;19mm thick Sq. m. Skirting 100mm high

0

Lin.m.

No.

0

Approved colour polished natural granite in cement mortar (1:3); 400 * 400mm size 400 * 400 *19mm granite tiles No.

0

FLOOR FINISHES SECTIONAL SUMMARY Cement

bag

104.64

Marble

bag

0

Sand

trip

3.92

300 * 300 *2mm PVC floor tiles

No.

0

Carton of 300*300mm PVC tiles No. (each carton contains 44 pieces)

0

250 * 250mm PVC floor tiles

No.

0

Carton of 250*250mm PVC tiles (each carton contains128 pieces) No.

0

Can of approved adhesive

No.

0

Ebonite strip

Length

0

0 Approved colour polished natural granite in cement mortar (1:3); 400 * 400mm size Flooring;19mm thick Sq. m. Skirting 100mm high

0

Lin.m. 0

Ceramic floor tiles 225 * 225 *12 mm No.

6056.3

400 * 400 *19mm marble tiles

No.

0

END OF FLOOR FINISHES

400 * 400 *19mm granite tiles

No.

0

ELEMENT NO.9 CEILING FINISHES Internal and External Work In situ finishings Render;cement and sand (1:6) Soffits

MATERIALS' ANALYSIS Internal and External Work In situ finishings Render;cement and sand (1:6) Cement

bag

0

Sand

trip

0

Plain sheet finishing 6mm thick hardboard ceiling

Sq.m.

lining on hardwood noggins 600 * 600 * 12mm thick chip board ceiling boards fixed to hardwood noggins

Sq.m.

292 306.6

Sq.m. 0

Suspended ceiling Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick;with and including all timber supports;paint finish Sq.m. Hardwood 50 * 50mm noggins

0 0

Lin.m. 0

12 * 50mm battens

Lin.m. 0

Plain sheet finishing Hardboard ceiling sheets;1200 * 2400 * 6mm thick No. Chipboard ceiling boards;600 * 600 * 12mm thick

No.

0

Suspended ceiling Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick No.

0

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

length

0

length

0

CEILING FINISHES SECTIONAL SUMMARY Cement

bag

0

Sand

trip

0

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

106.46

Chipboard ceiling boards;600 * 600 * 12mm thick

No.

0

Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick No.

0

END OF CEILING FINISHES

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

ELEMENT NO.10 PAINTING Internal and External Work

MATERIALS' ANALYSIS Emulsion paint

gallon

Prepare prime and apply three full finishing coats of emulsion paint;

Gloss paint

gallon

Whitewash primer

drum

General surfaces;over 300mm girth Walls Walls

Primer (gloss)

gallon

Texcote PAINTING

drum

Sq.m.

223

106.46

length

0

length

0

Staircases Walls

Sq.m.

Soffits of landings

Sq.m.

Sloping soffits of staircase

Lin.m.

Ceilings Soffits Suspended slab

Sq.m. 5.54

0

Ditto;150 - 300mm

Lin.m.

0

Ditto;not exceeding 150mm

Lin.m. 0

0 0

Apply two full coats of texcote paint General surfaces;over 300mm girth

221.45 Sq.m.

206 206

Ditto;150 - 300mm

Lin.m.

Ditto;not exceeding 150mm

Lin.m. trip

Gloss paint

gallon

Whitewash primer (25 kg drum) Primer (gloss)

drum

Texcote (30 kg drum)

drum

6.95 0

gallon

0.02 0 7.21

292 515

Painting wood & metal;prime and apply two full coats of gloss paint General surfaces;over 300mm girth Sq.m.

END OF PAINTING Laterite

drum

0

Sq.m.

String;not exceeding 300mm girth

SECTIONAL SUMMARY Emulsion paint

0 4.17

GRAND SUMMARY OF ALL MATERIALS REQUIRED FOR THE PROJECT S/No.

Cement

bag

1975.23

Sand

trip

127.09

Aggregate 40mm

trip

12.6

Aggregate 18mm

trip

3.25

6mm mild steel bar

length

0

8mm ditto

length

21.71

10mm ditto

length

0.83

12mm ditto

length

0

16mm ditto

length

0

20mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

6mm high yield steel bar

length

0

8mm ditto

length

21.71

10mm ditto

length

0

12mm ditto

length

6.53

16mm ditto

length

8.33

19mm ditto

length

0

25mm ditto

length

0

32mm ditto

length

0

BRC

roll

0

Plank

length

225mm block

No.

800

150mm block

No.

2370

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

Woodwork Sawn hardwood 150*50mm (NOTE: 1 length = 3.66m)

length

18.85

0

0

0

100*50mm

length

0

75*50mm

length

0

Wrought hardwood 300*19mm fascia (NOTE: 1 length = 3.66m)

length

0

Fabricated,hot rolled steel angles,BS4360,Grade 43C size: (NOTE: 1 length length==6.00m) 6.00m 50*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 connections 16mm thick mild steel end plates Sq.m.

0

10mm thick mild steel gusset plates

Sq.m.

0

length

0

length

0

length

0

Channel 229*76mm*26.06 kg/m length

0

Steel to B.S. 4360 Grade 43 Zed purlin 76* 38mm*6.7 kg/m (NOTE: 1 length length==6.00m) 6.00m Ditto 102 * 51mm * 10.42 kg/m Ditto 127 * 64mm * 14.90 kg/m

150*150*6mm ceramic tiles

No.

4400

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

50

Brick facing tiling;size 150 * 60 * 15mm

No.

0

300 * 300 *2mm PVC floor tiles

No.

0

Carton of 300*300mm PVC tiles No. (each carton contains 44 pieces)

0

250 * 250mm PVC floor tiles

No.

0

Carton of 250*250mm PVC tiles (each carton contains128 pieces) No.

0

Can of approved adhesive

No.

0

Ebonite strip

Length

0

Ceramic floor tiles 225 * 225 *12 mm No.

6056.3

400 * 400 *19mm marble tiles

No.

0

400 * 400 *19mm granite tiles

No.

0

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

106.46

Chipboard ceiling boards;600 * 600 * 12mm thick

No.

0

Particle board or other approved ceiling sheets;1200 * 2400 * 12.5 mm thick No.

0

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

length

0

length

0

Emulsion paint

gallon

6.95

Gloss paint

gallon

0

Whitewash primer

drum

0

Primer (gloss)

gallon

0

Texcote

drum

7.21

END OF MADEBOQ 1

p0

WITHOUT

E SAME OF YOUR T CELLS