Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
1. GENERAL REQUIREMENT
FACILITIES

a. Site Cleaning 1H Dozer m²/day 4,200.00

b. Fencing 1C + 2H + 1P m²/day 50.00
SITE

c. Fixing of light weight Scaffolding 1C + 1H m²/day 70.00

d. Demolition and Breaking Down Work 2H Compressor m²/day 1.00
e. Demolition of demolished material/debris. 2H Shovel + D. Truck m³/day 1.00

2. SITE WORK
Excavation
a. Soft Soil (Hand Tools) 1H Hand Tool m³/day 3.00
b. Hard Soil (Hand Tools_) 1H Hand Tool m³/day 1.00
EARTHWORKS

c. Soft Soil 1H Shovel m³/hr 40.00

d. Hard Soil 1H Shovel m³/hr 25.00
e. Soft Soil 1H J.C.B m³/hr 15.00
f. Hard Soil 1H J.C.B m³/hr 8.00
Backfilling
a. Filling in foundation 1H Shovel m³/hr 30.00
b. Level and compaction 1H Roller Compactor m²lday 100.00
c. Spreading 200mm layer (Subkha, Road Base) 1H Shovel m³/hr 100.00
d. Compaction 200mm layer, (Subkha, Road Base) 1H Roller Compactor m²lday 200.00
Interlocking Paving
a. Compaction / Leveling 2H Roller Compactor m²/day 200.00
b. Spreading Sand and Brushing 2H m²/day 200.00
SURFACING
PAVING &

c. Laying Tiles 1M + 2H m²/day 45.00

d. Filling, compaction 1H Plate Compactor m²/day 100.00
Precast Kerb Stone
a. Excavation & Blinding for Curbstone 1H R.M/day 10.00
b. Laying Kerbs 1M + 2H R.M/day 35.00
c. Karb stone omn curved lines 1M + 1H R.M/day 15.00
d. Hunching 1M + 1H R.M/Hr. 20.00

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 1
 Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
3. CONCRETE WORK
Shuttering (with support)
a. Shuttering of Blinding 1C + 1H m²/day 35.00
b. Shuttering of Footing ( Plywood) 1C + 1H m²/day 15.00
c. Shuttering of Footing ( Plates) 1C + 1H m²/day 20.00
d. Shuttering of Stub Column 1C + 1H m²/day 5.00
CONCRETE FORMWORK

e. Shuttering of Strap/ Tie Beam (Plywood) 1C + 1H m²/day 12.00

f. Shuttering of Strap/ Tie Beam (Plates) 1C + 1H m²/day 17.00
g. Shuttering of Wall 1C + 1H m²/day 12.00
h. Shuttering of Column 200mm x 200mm 1C + 1H m²/day 8.00
I. Shuttering of Column 200mm x 400mm 1C + 1H m²/day 8.00
j. Shuttering of Beam with support 1C + 1H m²/day 10.00
k. Shuttering of Roof Slab 1C + 2H m²/day 10.00
l. Shuttering of Lintel 1C + 1H m²/day 6.00
m. Shuttering of Coping Beam (200mm x 200mm ) 1C + 1H m²/day 6.00
n. Shuttering of Parapet 1C + 1H m²/day 12.00
o. Shuttering of Arch. Lintel 1C + 1H m²/day 6.00
p. Expansion Joints / Ground Slab 1C + 1H L.M./day 60.00
q. Shuttering of Beam & Column for 8m to 12m high 1C + 1H m²/day 8.00
r. Shuttering of Staircase 1C + 1H m²/day 12.00
s. De-Shuttering Works 20% of Shuttering Works m²/day

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 2
 Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
Reinforcement ( Lightening for Cut & Bend Steel)
a. Reinforcement of Footng 1 SF + 1 H kg/day 250.00
b. Reinforcement of Stub Column 1 SF + 1 H kg/day 175.00
c. Reinforcement of Strap Beam 1 SF + 1 H kg/day 200.00
RSB Reinforcement

d. Reinforcement of Tie Beam 1 SF + 1 H kg/day 300.00

e. Reinforcement of Wall 1 SF + 1 H kg/day 350.00
f. Reinforcement of Column 1 SF + 1 H kg/day 200.00
g. Reinforcement of Beam 1 SF + 1 H kg/day 200.00
h. Reinforcement of Solid Slab 1 SF + 1 H kg/day 250.00
I. Reinforcement of Lintel 1 SF + 1 H kg/day 150.00
j. Reinforcement of Coping Beam (200mm x 200mm ) 1 SF + 1 H kg/day 200.00
k. Reinforcement of Parapet 1 SF + 1 H kg/day 250.00
l. Reinforcement of Arch. Lintel 1 SF + 1 H kg/day 125.00
m. Reinforcement of Staircase 1 SF + 1 H kg/day 175.00
Mesh Reinforcement
a. Mesh Reinforcement 1 SF + 2 H m²/day 300.00
Casting Concrete ( Ready Mix)
a. Casting of Blinding 50mm 1M+2H m²/day 30.00
b. Casting of Blinding 100mm 1M+2H m²/day 40.00
c. Casting of Blinding 50mm, 100mm 2M+4H pump m²/day 250.00
d. Casting of Footing 2M+4H m³/day 40.00
e. Casting of Footing (Pump) 3M+8H pump m³/day 100.00
CONCRETE CASTING

f. Casting of Strap / Tie Beam 1M+6H m³/day 20.00

g. Casting of Tie Beam (Pump) 2M+6H pump m³/day 40.00
h. Casting of Ground Floor Slab 100mm 3M+5H m³/day 30.00
I. Casting of Ground Floor Slab 150mm 3M+5H m³/day 45.00
j. Casting of Ground Floor Slab 200mm 3M+5H m³/day 50.00
k. Casting of Wall 1M+1C+3H pump m³/day 40.00
l. Casting of Column 1M+4H m³/day 3.00
m. Casting of Beam of Slab 1M+4H m³/day 12.00
n. Casting of Roof Slab 2M+2C+5H pump m³/day 50.00
o. Casting of Lintel 1M+2H Nos./day 3.00
p. Casting of Coping Beam 200x200mm (up to 2.5m) 1C+5H RM/day 150.00
q. Casting of Coping Beam 200x200mm (above to 2.5m) 1C+5H RM/day 60.00
r. Casting of Parapet 1M+1C+4H pump m³/day 10.00
s. Casting of Architectural Lintel 1M+3H m³/day 5.00
t. Casting of Neck Column 1M+3H m³/day 4.00
u. Casting of Staircase 1C+1H m³/day 12.00

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 3
 Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
4. MASONRY WORK
Solid Block
a. 200mm Solid Block up to 2.5m Heigth 1M+2H nos/day 110.00
Hollow Block
a. 100mm Hollow Block up to 2.5m Height 1M+1H nos/day 120.00
MASONRY

b. 100mm Hollow Block up to 2.5m to 6m Height 1M+2H nos/day 100.00

c. 150mm Hollow Block up to 2.5m Height 1M+1H nos/day 100.00
d. 200mm Hollow Block up to 2.5m Height 1M+1H nos/day 120.00
e. 200mm Hollow Block up to 2.5m to 6m Height 1M+2H nos/day 100.00
f. 200mm Block Work above 6m Height 1M+2H nos/day 80.00
g. 200mm Block Work including pointing 1M+1H nos/day 85.00
Claustra Block
a. Claustra Block 200x200 1M+1H m²/day 10.00
b. Claustra Block 150x150 1M+1H m²/day 8.00

5. STRUCTURAL STEEL WORK

a. Painting for steel structure columns 1 Pa + 1 H m²/day/coat 50.00
b. Painting for steel structure rafters 1 Pa + 1 H m²/day/coat 40.00
Erection of steel structure main frame ( Eave Height up
c. 3E+3H m²/day 225
to 6m span up to 25m )
STRUCTURAL STEEL

Erection of steel structure main frame ( Eave Height up

d. 3E+3H m²/day 175
to 6m span up to 36m )
e. Fixing of Single Skin Sheet ( Roof ) 3E+3H m²/day 350.00
f. Fixing of Single Skin Sheet ( Walls ) 3E+3H m²/day 150.00
g. Single skin with fiber glass Insulation ( Roof ) 3E+3H m²/day 250.00
h. Single skin with fiber glass Insulation ( Wall ) 3E+3H m²/day 100.00
I. Sandwitch Panels ( Roof ) 3E+3H m²/day 250.00
j. Sandwitch Panels ( Wall ) 3E+3H m²/day 150.00
k. Corner Flushing & Trims, etc. 1E+3H Rm/day 80.00
l. 4m x 4m Double Siding Door 1E+3H No. 1.00
m. Wall or Roof opening + Frames (1.0mx1.0m) 1E+3H No. 8.00
n. Ridge Ventilator 1E+3H No./day 6.00
o. Gutter / Downspout 1E+3H Rm/day 70.00

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 4
 Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
6. PLASTERING WORK
Internal Plaster
a. Ceiling Plaster 1M+1H m²/day 10.00
b. Wall Plaster up to 3m Height 1M+1H m²/day 20.00
PLASTERING

c. Wall Plaster 3m to 6m Height 1M+2H m²/day 17.00

d. Wall Plaster above 6m Height 1M+2H m²/day 15.00
e. Fixing of Plaster Mesh 1C+1H Rm/day 50.00
f. Fixing Corner Beed 1M+1H Rm 25.00
External Plaster
a. Wall Plaster up to 3m Height 1M+1H m²/day 20.00
b. Wall Plaster 3m to 6m Height 1M+2H m²/day 18.00
c. Wall Plaster above 6m Height 1M+2H m²/day 15.00

7. TILING WORK
Mosaic
a. Floor Mosaic Tiles 1M+1H m²/day 15.00
b. Mosaic Skirting 1M+1H Rm/day 40.00
c. Mosaic Steps (Riser & Tread) 1M+1H Rm/day 14.00
d. Mosaic Polishing 1 Po + 1 H m²/day 100.00
Ceramic
a. Fixing of Ceramic Wall Tiles ( Glue Type) 1M+1H m²/day 12.00
b. Grouting of Ceramic Wall Tiles 1M+1H m²/day 30.00
TILING WORK

c. Fixing of Ceramic Wall Tiles (Cement Mortar Type) 1M+1H m²/day 10.00
d. Fixing of Ceramic Floor Tiles ( 200mmx200mm) 1M+1H m²/day 15.00
e. Fixing of Ceramic Floor Tiles ( 300mmx300mm) 1M+1H m²/day 18.00
f. Fixing of Ceramic Floor Tiles ( 500mmx500mm) 1M+1H m²/day 22.00
g. Grouting of Ceramic Floor Tiles 1M+1H m²/day 40.00
h. Ceramic Skirting 1M+1H Rm/day 30.00
PVC Tiles
a. PVC Tiles 1M+1H m²/day 35.00
b. PVC Skirting 1M+1H Lm/day 40.00
Marble
a. Marble Wall 1M+1H m²/day 8.00
b. Marble Floor 1M+1H m²/day 15.00
c. Marble Skirting 1M+1H Rm/day 30.00
d. Marble Steps (Riser & Treads) 1M+1H Rm/day 15.00

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 5
 Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
8. SCREED
Floor Screed (50mm)
a. Floor Screed (50mm) 1M+1H m²/day 30.00
b. Cement Skirting 1M+1H Rm/day 25.00
Wooden Skirting
SCREED

a. Timber 1C+1H Rm/day 100.00

Threshold
a. Threshold 1M Rm/day 10.00
False Ceiling
a. False Ceiling - Suspended Type 1C+1H m²/day 25.00
Dry Wall Partition
a. Dry Wall Partition 1C+1H m²/day 20.00

9. Irrigation
MainLine Excavation
a. Mainline Excavation 1H Trencher m/day 400.00
b. Mainline Excavation 1H JCB m/day 120.00
UPVC MainLine Installation
Mainline Installation 90mm-315mm 2P+2H m/day 102.00
MainLine Installation ( HDPE Pipes)
a. HDPE Pipe 250mm-450mm 1W+2H Welding/day 7.00
b. HDPE Pipe 160mm-200mm 1W+2H Welding/day 10.00
c. HDPE Pipe 90mm-110mm 1W+2H Welding/day 13.00
Irrigation Cables 2P+2H m/day 80.00
UPVC Laterals Excavation
IRRIGATION

a. Laterals Excavation 1H Trencher m/day 400.00

b. Laterals Excavation 1H JCB m/day 120.00
c. Laterals Installation 1P+1H m/day 125.00
d. Risers Installation 1P+1H No./day 48.00
e. Flushing for Mainline & Laterals 2P+1H one Day All Pipes
Valves Installation
a. Isolation Valve Installation 1P+1H No./day 2.00
b. Solenoid Valve Installation 1P+1H No./day 3.00
c. Valve/Pull Box 1P+1H No./day 4.00
d. Controler Installation 1P+1H No./day 3.00
Driplines & Sprinklers Installation
a. Dripline Installation 1P+1H m/day 500.00
b. Sprinkler Installation 1P+1H No./day 48.00
Pump Set & Filters Installation
a. Pump Set & Filters Installation 2E+2H day/No. 20.00

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 6
 Productivity Rates

item Equipment &

Category Sub-Category Particulars Manpower Unit Productivity Rate Per Unit
no Tools
10.Soft Landscaping
Excavation Work
a. For Palm Trees 1H JCB Pit/day 50.00
b. For Trees 1H JCB Pit/day 70.00
Disposal Of Surplus Soil
a. Disposal Of Surplus Soil 1H Loader + 32 m3 Truck m3/day 32.00
Soil Preparation
SOFT LANDSCAPIG

a. Soil Preparation 1H Loader m2/day 1,000.00

b. Soil Preparation 1H JCB m2/day 550.00
c. Soil Preparation 1H Bobcat m2/day 230.00
Plantation
a. Palm Trees Plantation 1G+2H JCB No./day 20.00
b. Trees Plantation 1 G +1 H No./day 25.00
c. Shrubs Plantation 1G No./day 80.00
d. Ground Cover Plantation 1G No./day 200.00
e. Succulents Plantation 1G No./day 80.00
f. Carpet Plantation 1 G +1H m2/day 50.00
g. Stolons Plantation 1 G +1 H m2/day 500.00
h. Boulders Placing 2H JCB No./day 8.00
i. Gravel Placing 5H m2/day 60.00

Done By:

GET -Planning Dep C=Carp., M=Mason, Pa=Painter,SF=Steel Fixer, E=Erector, H=Helper,Po=Polisher, Elec=Ele, P=Plumber, G= Gardener 7