Standard Material

STANDARD MATERIAL CONSUMPTION FOR VARIOUS ITEMS (A) SR. NO. 1 2 3

ITEMS IN PLINTH Excavation in black cotton soil Compacted murum filling Rubble soiling 23 cm (9”) thick

(B) SR. NO.

CONCRETE ITEMS

1

P.C.C. (1 : 4 : 8)

2

P.C.C. (1 : 3 : 6)

3

R.C.C. (1 : 2 : 4)

4

R.C.C. (1 : 1½ : 3)

(C) SR. CONCRETE BLOCKS NO.

1 2

UNIT PER

Solid cement concrete block 30x15x20 cm (12” x 6” x 8”) Solid cement concrete block 30x10x20 cm (12” x 4” x 8”)

UNIT PER

100 cft 1 cum 100 cft 1 cum 100 cft 1 cum 100 cft 1 cum

UNIT PER

100 cft 1 cum 100 cft 1 cum 100 sft 1 sqm CEMENT

9 bags 3.18 bags 12 bags 4.24 bags 17 bags 6.00 bags 22 bags 7.77 bags

CEMENT

LOOSE SOIL 150 cft 1.5 cum

LOOSE MURUM

RUBBLE

150 cft 1.50 cum 90 cft 0.26 cum SAND

60 cft 0.60 cum 60 cft 0.60 cum 60 cft 0.60 cum 60 cft 0.60 cum

SAND

35 Nos. 35 Nos.

11 bags 1 bags

3.75 cft 0.11 cum

50 Nos. 50 Nos.

1 bags 1 bags

3.75 cft 0.11 cum

METAL 25 mm (1”) 65 cft 0.65 cum 65 cft 0.65 cum

METAL 20 mm (¾” ) 20 cft 0.20 cum 20 cft 0.20 cum 65 cft 0.65 cum 65 cft 0.65 cum

SHINGLE METAL 12 mm (½”) 2.50 cft 7.00 cft 0.07 cum 0.20 cum 2.50 cft 0.07 cum

7.00 cft 0.20 cum

METAL 12 mm (½”)

20 cft 0.20 cum 20 cft 0.20 cum

STONE GRIT

STONE DUST

5.50 cft 0.16 cum

2.50 cft 0.07 cum

5.50 cft 0.16 cum

2.50 cft 0.07 cum

(D) SR. NO.

MASONRY ITEMS (excluding R.C.C. band

UNIT PER

1

U.C.R. masonry in C.M. 1:6

2

23 cm (9”) B.B.M. in C.M. 1:6

3

15 cm (6”) B.B.M. in C.M. 1:6

4

10 cm (4”) B.B.M. in C.M. 1:4

100 cft 1 cum 100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm

4.50 bags 1.60 bags 2.50 bags 0.27 bags 1.50 bags 0.16 bags 1.00 bags 0.11 bags 1.00 bags 0.11 bags

40 cft 125 cft 0.40 cum 1.25 cum 20 cft 0.06 cum 15 cft 0.05 cum 8 cft 0.25 cum 11 cft 0.03 cum

100 sft 1 sqm

1.00 bags 0.11 bags

8 cft 0.25 cum

5

6

15 cm (6”) concrete block masonry in C.M. 1:6 10 cm (4”) concrete block masonry in C.M. 1:4

CEMENT

SAND

RUBBLE

BRICKS 23X 10X 7 cm

BRICKS 23X 15X 9 cm

BRICKS 23X 10X 7 cm

1000 Nos. 110 Nos. 400 Nos. 45 Nos. 475 Nos. 50 Nos. 145 Nos. 16 Nos. 145 Nos. 16 Nos.

(E) SR. NO.

PLASTERING ITEMS

1

Sanla finish plaster 12.5 mm (½”) thick a) In C.M. 1 : 4 b) In C.M. 1 : 5 c) In C.M. 1 : 6

2

Sanla finish plaster 20 mm (¾”) thick a) In C.M. 1 : 4 b) In C.M. 1 : 5

3

c) In C.M. 1 : 6 Sanla faced plaster Single coat 15 to 20 mm thick a) In C.M. 1 : 4 b) In C.M. 1 : 5

4

c) In C.M. 1 : 6 Sanla faced plaster Double coat 15 to 20 mm thick a) In C.M. 1 : 4

BRICKS 23X 10X 7 cm

UNIT PER

CEMENT

SAND

100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm

1.50 bags 0.16 bag 1.20 bags 0.13 bag 1.00 bags 0.11 bag 2.4 bags 0.26 bag 1.90 bags 0.21 bag 1.60 bags 0.17 bag 2.25 bags 0.24 bag

11.0 cft 0.03 cum 11.0 cft 0.03 cum 11.0 cft 0.03 cum 18 cft 0.06 cum 18 cft 0.06 cum 18 cft 0.06 cum 17.0 cft 0.05 cum

100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm

1.8 bags 0.19 bag 1.5 bags 0.16 bag 3.75 bags 0.41 bag

17.0 cft 0.05 cum 17.0 cft 0.05 cum 28.0 cft 0.09 cum

SANLA (30 Kg bag) 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag

100 sft 1 sqm 100 sft 1 sqm

b) In C.M. 1 : 5 c) In C.M. 1 : 6

3.0 bags 0.32 bag 2.5 bags 0.27 bag

28.0 cft 0.09 cum 28.0 cft 0.09 cum

(F) SR. NO.

FLOORING & TILING

UNIT PER

CEMENT

SAND

LIME (30 kg/bag)

TILES

WHITE CEM ENT

1

Mosaie tile flooring (25 cm x 25 cm)

100 cft

1.0 bags

16 cft

2.0 bags

150 Nos.

5 kg

1 cum

1.11 bags

0.05 cum

0.2 bags

16 Nos.

0.55 kg

2

Mosaie tile flooring (25 cm x 12.5 cm)

100 sft

2.0 bags

2 cft

125 Nos.

2 kg

1 sqm

0.65 bags

0.01 cum

14 Nos.

0.65 kg

Stone flooring (marble, kotah, tandoor etc. (45 cm x 60 cm uncut size) (after cutting 40 cm x 55 cm) Rough shahabad stone flooring (45 cm x 60 cm uncut size) (after cutting 40 cm x 55 cm) Chequered tile flooring (25 cm x 25 cm)

100 sft

2.0 bags

16 cft

43 Nos.

2 kg

1 sqm

0.22 bags

0.05 cum

5 Nos.

0.221 kg

100 sft

0.75 bags

18 cft

2.0 bags

40 Nos.

1 sqm

0.08 bags

0.06 cum

0.2 bags

4 Nos.

100 sft

1.25 bags

16 cft

2.0 bags

150 Nos.

1 sqm

0.13 bags

0.05 cum

0.2 bags

16 Nos.

Crazy (Tukda) mosaic flooring

100 sft

2.50 bags

16 cft

2.0 bags

required tukda

1 sqm

0.27 bags

0.05 cum

0.2 bags

required tukda

100 sft

3.5 bags

16 cft

1 sqm

0.38 bags

0.05 cum

100 sft

3.5 bags

420 Nos.

2 kg

1 sqm

0.38 bags

45 Nos.

0.22 kg

3

4 5

6

7 8

I.P.S. flooring Glazed tile dado (15 cm x 15 cm)

(G) SR. NO.

1 2 3

WATER PROOFING

UNIT PER

CEMENT

SAND

Brickbat coba W/P in W.C. bath, toilet etc. Brickbat coba W/P To terrace. Glazed china mosaie (Kavadi) type W/P to terrace (including brick – bat coba)

100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm

6.0 bags 0.65 bags 4.0 bags 0.43 bags 5.0 bags 0.50 bags

30 cft 0.09 cum 30 cft 0.09 cum 45 cft 0.14 cum

BRICKBAT

30 cft 0.09 cum 30 cft 0.09 cum 30 cft 0.09 cum

LIME (30 kg/bag)

KAVADI (in kg)

WHITE CEM ENT

1.20 bags 0.13 bag

125 kg 13.5 kg

25 kg 2.07 kg

CALCULATIONS OF SHUTTERING MATERIAL REQUIREMENT BY QUICK METHOD ESTIMATION FOR 232 sqm (2500 sft) OF SLAB AREA SR.

MATERIAL REQUIRED

1

Plywood 12 m thick of Size 2.44 x 1.22 m (8’-0” x 4’-0”) Silver oak battern of Size 75 mm x 40 mm (3” x 1 ½”)

2

3 4

Beam bottom planks 40 mm thick (1 ½”) Wooden props a) For beams

UNIT

2500 sft

0.02

APPROXIMATE QUANTITY OF MATERIAL REQUIRED 50 Nos. Sheets

232 sqm

0.22

50 Nos. Sheets

2500 sft

50 sheets of plywood x 65 50 sheets of plywood x 19.82 2500 sft x 0.24

3250 rft

232 sqm x 0.79

183 rm 300 Nos.

2500 sft

600 rft beam bottom x 0.5 183 rft beam bottom x 1.65 2500 sft x 0.16

232 sqm

232 sqm x 1.72

400 Nos.

2500 sft

2500 x 0.4

1000 rft

232 sqm

232 x 1.31

305 rm

2500 sft

2500 x 0.16

400 Nos.

232 sqm

232 x 1.72

400 Nos.

2500 sft

2500 x 0.020

50 kg

232 sqm

232 x 0.22

50 kg

2500 sft

2500 x 0.006

15 litres

232 sqm

232 x 0.065

15 litres

2500 sft 232 sqm

2500 x 0.08

200 Nos.

232 x 0.86

200 Nos.

232 sqm 2500 sft 232 sqm 2500 sft 232 sqm

b) For slab 5 6 7 8 9

Wooden batten for supporting Slab plates 75 mm x 75 mm (3” x 3”) Steel plates of size 60 mm x 90 cm (2’-0” x 3’-0”) Wire nails Shuttering oil M.S. clamps (Shikanja)

MULTIPLYING CONSTANT BY THUMB RULE

990 rm 600 rft

300 Nos. 400 Nos.

CONSUMPTION OF STEEL IN KG PER SQM OR SFT OF WORK SR. NO. 01

ITEMS Footing

CONSUMPTION OF STEEL on built-up area 0.55 kg/sqm 0.05kg/sft

02

Columns up to plinth

2.15 kg/sqm

0.20kg/sft

03

Tie beam

1.15 kg/sqm

0.10kg/sft

04

Column (super structure)

4.80 kg/sqm

0.45kg/sft

05

Slab

7.0 kg/sqm

0.65kg/sft

06

Beam

7.5 kg/sqm

0.70kg/sft

07

Chajja/loft/lintel

0.55 kg/sqm

0.05kg/sft

08

Over head water tank

0.55 kg/sqm

0.05kg/sft

TOTAL

24.25 kg/sqm

2.25kg/sft

CONSTANTS FOR ESTIMATING THE APPROXIMATE QUANTITIES OF VARIOUS ITEMS PER SQ. M. / SQ. FT. OF BUILT-UP AREA. SR. NO.

ITEM

APPROX. QTY.

PER SQ. FT. 1.00 cft

SR. NO.

ITEM

APPROX. QTY.

PER

01

Excavation

SQ. M. 0.31 cum

02

R.C.C. below plinth

0.046 cum

0.15 cft

a) MM tile

0.75 sqm

0.75 sft

03

R.C.C. above plinth

0.290 cum

0.95 cft

b) skirting

0.82 rm

0.25 rft

04

Internal Masonry

0.7 sqm

0.7 sft

c) W.C. / Bath

0.05 sqm

0.05 sft

05

External Masonry

0.9 sqm

0.9 sft

d) Dado

0.20 sqm

0.20 sft

06

Internal Plaster/Paint

3.2 sqm

3.2 sft

10

Waterproofing

0.30 sqm

0.30 sft

07

External Plaster/Paint

2.5 sqm

2.5 sft

11

Door Frames

0.17 sqm

0.17 sft

08

Oil Paint

0.62 sqm

0.62 sft

12

Windows

0.14 sqm

0.14 sft

09

SQ. M.

SQ. FT.

Flooring