COST ANALYSIS FOR BRICK WORK

THE REQUIREMENT OF COST ANALYSIS ARE

• MATERIALS• LABOURS• LEAD PARTICULARS• COST OF MATERIALS& LABOURS

Prepare detailed data for item of work

Brick work in C.M 1:5 using standard size bricks- 1 m3

Materials and labours required C:M 1:5Cement - 288 kgSand - 1 m3

Mixing charge etc….

Brick work in C.M 1:3 using standard size bricks- 10 m3

• Bricks -4680• Cement mortar -2.2 m3• Mason I class -3.5 Nos• Mason II class -10.6 Nos• Mazdoor Grade 1 -7.1 Nos• Mazdoor Grade 2 -21.2 Nos

Cost of materials and lead particulars

Materials Unit Cost Rs Lead km Rate for lead/km

Handling charge

Cement 1 t 4900 7 25 45

Sand 1 m3 230 80 7 23

Bricks 1000 Nos 5500 23 15 150

COST OF LABOURS

• Mason I class -Rs.400/day• Mason II class -Rs.350/day• Mazdoor I -Rs.300/day• Mazdoor II -Rs.250/ day• Mixing chargefor C.M -400/m3

Cost of material at siteMaterial Unit Cost RS Lead km Rate for

lead /km

Cost of conveyance

Handling Charge Rs

Cost at site

Cement 1t 4900 7 25 175 45 5120

Sand 1m3 230 80 7 560 23 813

Bricks 1000 nos

5500 20 23 460 150 6110

a.Cement mortar 1:5 (Sub Data)

Qty Description

Rate Per Amount

288 kg Cement 5120 T 1474

1m3 Sand 813 M3 813

1m3 Mixing charge

400 M3 400• Rate for 1m3 -Rs .2687

Brick work in C.M 1:3 using standard size bricks- 10 m3

Qty Description Rate Per amount

4678 Nos Brick 6110 1000 nos 28582

2.2 m3 Cement mortar 1:5

2687 1m3 5911

3.5 nos Mason I 400 Each 1400

10.6 Mason II 350 Each 3710

7.1 Mazdoor I 300 Each 2130

21.2 Mazdoor II 250 Each 5300

Rate for 10 m3---Rs. 47033

Rate for 1m3…….Rs. 4703

Brick work Calculation Total cu.m of Brick Work: 1 Cu.m

• Brick size without mortar: 0.23 *0.11 *0.075 m• Mortar Thickness: 0.012 m• Brick size with mortar: 0.242* 0.122* 0.087 m• Mortar ratio: 1 6• No of bricks without mortar: 527.009 Nos• No of bricks with mortar: 389.319 Nos • Brick volume: 0.739 Cu.m• Cement Volume: 0.044 Cu.m• Sand Volume: 0.218 Cu.m• Materials Required : • Brick: 467.183 Nos Cement: 1.505 Bags Sand: 0.261 Cu.m