Almohileb Productivity Rates

AL-MOHILEB GROUP Almohileb For Contracting

PLANNING & CONTROL DEPT.

PRODUCTIVITY RATES 1- SITE WORK Excavation

Activity

No.

M. P ( Gangs)

Equipments

Unite

Rate

1

Soft Soil (Hand Tools)

1H

Hand Tool s

M3/Day

3

2

Hard Soil (Hand Tools)

1H

Hand Tool s

M3/Day

1

3

Soft Soil

-

Shovel

M3/Hr

40

4

Hard Soil

-

Shovel

M3/Hr

25

5

Soft Soil

-

JCB

M3/Hr

20

6

Hard Soil

-

J.C.B.

M3/Hr

10

-

Shovel

M3/Hr

30

1H

Ro ll ll er er Co Co mp mp.

M2/Day

100

-

Shovel

M2/Hr

100

1H

Rolle oll err Comp Comprr.

M2/Da /Day

200

Backfilling 1

Filling in foundation, plinth

2

Level, Compaction

3

Spreading 250mm layer

4

Compaction 250mm layer

Cement Tiles 1

Laying Tiles

1 M +1 H

M2/Day

45

2

Tiles on curved lines

1 M +1 H

M2/Day

30

M2/Da /Day

200

Interlock Paving 1

Compaction / Levelling

2H

2

Spreading Sand and Brushing

2H

M2/Day

200

3

Laying Tiles

1M+1H

M2/Day

60

1H

R.M/Day

10

Rolle oll err Comp Comprr.

Precast KerbStone 1

Excavation & Blinding for Kerbstone

2

Laying Kerbs

1M+1H

R.M/Day

35

3

Karb stone on curved lines

1M+1H

R.M/Day

20

2 - CONCRETE CONCRETE FORMWORK " Shuttering " 1

Shutt. of Blinding

1C+1H

M2/Day

20

2

Shutt. of Raft & Isolate Footing

1C+1H

M2/Day

15

Shutt. of Column Necks

1C+1H

M2/Day

6

3

Shutt. of Wall

1C+1H

M2/Day

14

4

Shutt. of Column

1C+1H

M2/Day

10

5

Shutt. O Connectionf Beam

1C+1H

M2/Day

12

6

Shutt. of Floor Slab

2C+1H

M2/Day

20

7

Shutt. of Lintel

1C+1H

M2/Day

8

8

Shutt. of Parapet

1C+1H

M2/Day

12

9

Expansion Joints / Ground Slab

1C+1H

L.M/Day

70

10

Shutt. of Beam & Column for H

1C+1H

M2/Day

8

11

Shutt. of Staircase

1C+1H

M2/Day

12

12

De-shuttering De-shuttering Works (Cleaning & Arrangement Arrangement )

≥

4m

40% more than Shuttering Works

REINFORCEMENT " Cut & Bend & Fix " 1

Reinf. of Raft & Isolate Footing

1 SF + 1 H

KG/Day

500

2

Reinf. of Wall

1 SF + 1 H

KG/Day

400

Reinf. of Column

1 SF + 1 H

KG/Day

350

3

4

Reinf. ofConnection Beam

1 SF + 1 H

KG/Day

300

5

Reinf. of Floor Slab (Solid & Hollow Block )

1 SF + 1 H

KG/Day

400

6

Reinf. of Lintel

1 SF + 1 H

KG/Day

200

7

Reinf. of Parapet

1 SF + 1 H

KG/Day

300

8

Reinf. of Staircase

1 SF + 1 H

KG/Day

300

CASTING CONCRETE "Readymix" 1

Cast. Blinding 15cm, 10cm

1C+3H

Pump

FOR ALL CASTING DAY

2

Cast. Of Col. & Wall & Staircase

2C+3H

Pump

FOR ALL CASTING DAY

3

Cast. Of Slab and Beams

2C+4H

Pump

FOR ALL CASTING DAY

4

Cast. of Lintel & Parapet

1C+2H

Pump

FOR ALL CASTING DAY

3 - MASONRY BLOCK WORK 1

Solid Block

2M+1H

Nos./Day

200

2

Hollow Block

2M+1H

Nos./Day

250

4- PLASTER  Internal Plaster 1

Ceiling Plaster

1M+1H

M2/Day

10

2

Wall Plaster up to 3m Height

1M+1H

M2/Day

20

3

Wall Plaster 3m to 6m Height

1M+2H

M2/Day

17

4

Fixing of Plaster Mesh

1C+1H

Rm/Day

90

5

Fixing of Corner Beed

1M+1H

Rm/Day

30

Wall Plaster up to 3m Height

1M+1H

M2/Day

20

2

Wall Plaster 3m to 6m Height

1M+2H

M2/Day

18

3

Wall Plaster above 6m Height

1M+2H

M2/Day

15

External Plaster 1

5- TILING Mosaic 1

Floor Mosaic Tiles

1M+1H

M2/Day

15

2

Mosaic Skirting

1M+1H

Rm/Day

40

Fixing of Ceramic Wall Tiles (Glur Type)

1M+1H

M2/Day

10

2

Grouting of Ceramic Wall Tiles

1M+1H

M2/Day

30

3

Fixing of Ceramic Floor Tiles 20x20cm

1M+1H

M2/Day

12

4

Fixing of Ceramic Floor Tiles 30x30cm

1M+1H

M2/Day

15

5

Fixing of Ceramic Floor Tiles 50x50cm

1M+1H

M2/Day

20

6

Grouting of Ceramic Floor Tiles

1M+1H

M2/Day

40

7

Ceramic Skirting

1M+1H

Rm/Day

30

Marble & Stone Wall (Mec. Fixing )

1M+1H

M2/Day

8

2

Marble & Stone Floor

1M+1H

M2/Day

15

3

Marble Skirting

1M+1H

Rm/Day

30

4

Marble Steps (Riser & Treads)

1M+1H

Rm/Day

10

1 FM + 1 H

M2/Day

30

1P

M2/Day/C oat

150

Ceramic 1

Marble & Stone 1

5- False Ceiling 1

False Ceiling - Suspended Type (Tiles&Board&Alu.)

6- Painting Normal Paint 1

Primer

2 3 4

Stucco (Putty) Emulsion Paint Oil Paint

1P

M2/Day/C oat M2/Day/C oat M2/Day/C oat

1P 1P

NOTS : One Day is considered as 8 working hours C=Carpenter; M=Mason; P=Painter; SF=Steel Fixer

Prepared By : Eng/ Mohammed Farag

40 50 30

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