Productivity Rates

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PRODUCTIVITY RATES SL. NO. 01 GENERAL REQUIREMENT TEMPORARY FACILITIES

DESCRIPTION

a. Watchman & Curing b. Site Cleaning c. Fencing d. Fixing of Light Weight Scaffolding 02 SITE WORK EARTH WORK Excavation a. Soft Soil (Hand Tools) b. Hard Soil (Hand Tools) c. Soft Soil d. Hard Soil e. Soft Soil f. Hard Soil Backfilling a. Filling in foundation, plinth b. Level, Compaction c. Spreading 200 mm layer (Subkha, Road Base) d. Compaction 200 mm layer (Subkha, Road Base) PAVING & SURFACING Interlock Paving a. Compaction/ Levelling b. Spreading Sand and Brushing c. Laying Tiles d. Filling, Compaction Precast Kerb Stone a. Excavation & Blinding for kerbstone b. Laying Kerbs

Issued MANPOWER

(Duration x 2H)

----------1H --1H

2H 2H 1M + 2H 1H 1H 1M + 2H

OUTPUT

--1 50 70

Hand Tools Hand Tools Shovel Shovel JCB JCB

m³/Day m³/Day m³/Hr m³/Hr m³/Hr m³/Hr

3 1 40 25 20 10

Shovel Roller Compr. Shovel Roller Compr.

m³/Hr m²/Day m³/Hr m²/Day

30 100 100 200

Roller Compr.

m²/Day m²/Day m²/Day m²/Day

200 200 60 150

R.M/Day R.M/Day

10 35

1C + 2H + 1P 1C + 1H

1H 1H

UNIT

Day Day Rm/Day m²/Day

(Dhs.Contract Value/ 50,000) Helper-Day

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

1-Sep-11

Plate Compr.

2 of 10

PRODUCTIVITY RATES SL. NO. DESCRIPTION c. Kerb stone on curved lines d. Hunching

Issued MANPOWER 1M + 1H 1M + 1H

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

UNIT R.M/Day R.M/Hr

1-Sep-11 OUTPUT 15 20

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PRODUCTIVITY RATES SL. NO. DESCRIPTION 03 CONCRETE CONCRETE FORMWORK Shuttering (with supports) a. Shuttering Of Blinding b. Shuttering Of Footing (Plywood) c. Shuttering Of Footing (Plates) d. Shuttering Of Stub Column e. Shuttering Of Strap/ Tie Beam (Plywood) f. Shuttering Of Strap/ Tie Beam (Plates) g. Shuttering Of Wall h. Shuttering Of Column 20 x 20 I. Shuttering Of Column 20 x 40 j. Shuttering Of Beam with support k. Shuttering Of Roof Slab l. Shuttering Of Lintel m. Shuttering Of Copying beam 20 x 20 cm n. Shuttering Of Parapet o. Shuttering Of Arch Lintel p. Expansion Joints/ Ground Slab q. Shuttering of beam& column for 8m to 12m high r. Shuttering of staircase s. De-shuttering works CONCRETE REINFORCEMENT Reinforcement (Tightening for Cut & Bend Steel) a. Reinforcement of Footing b. Reinforcement of Stub Column c. Reinforcement of Strap Beam d. Reinforcement of Tie Beam e. Reinforcement of Wall f. Reinforcement of Column

Issued MANPOWER

1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 2H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H

1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

UNIT

m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day L.M/Day m²/Day m²/Day 20% of shuttering works

Kg/Day Kg/Day Kg/Day Kg/Day Kg/Day Kg/Day

1-Sep-11 OUTPUT

35 15 20 5 12 20 14 10 10 12 10 6 6 12 6 70 8 12

400 250 300 350 400 300

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PRODUCTIVITY RATES SL. NO. DESCRIPTION g. Reinforcement of Beam h. Reinforcement of Solid Slab I. Reinforcement of Lintel j. Reinforcement of Copying beam 20 x 20 cm k. Reinforcement of Parapet l. Reinforcement of Arch Lintel m. Reinforcement of Staircase Mesh Reinforcement a. Mesh Reinforcement CAST IN PLACE CONCRETE Casting Concreting (Readymix) a. Cast. Blinding 5cm b. Cast. Blinding 10cm c. Cast. Blinding 5cm, 10cm d. Cast. Of Footing e. Cast. Of Footing (Pump) f. Cast. Of Strap/ Tie Beam g. Cast. Of Tie Beam (Pump) h. Cast. Of Ground Floor Slab 10cm I. Cast. Of Ground Floor Slab 15cm j. Cast. Of Ground Floor Slab 20cm k. Cast. Of Wall l. Cast. Of Column m. Cast. Of Beam of Slab n. Cast. Of Roof Slab o. Cast. Of Lintel p. Cast. Of Copying beam 20x20cm (upto 2.5m) q. Cast. Of Copying beam 20x20cm (above 2.5m) r. Cast. Of Parapet

Issued MANPOWER 1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H 1SF + 1H

UNIT Kg/Day Kg/Day Kg/Day Kg/Day Kg/Day Kg/Day Kg/Day

OUTPUT 300 300 150 200 300 150 250

1SF + 2H

m²/Day

300

1M + 2H 1M + 2H 2M + 4H 2M + 4H 3M + 8H 1M + 6H 2M + 6H 3M + 5H 3M + 5H 3M + 5H 1M + 1C + 3H 1M + 4H 1M + 4H 2M + 2C + 5H 1M + 2H 1C + 5H 1C + 5H 1M + 1C + 4H

m²/Day m²/Day m²/Day m³/Day m³/Day m³/Day m³/Day m³/Day m³/Day m³/Day m³/Day m³/Day m³/Day m³/Day Nos./Hour RM/Day RM/Day m³/Day

30 40 250 40 120 20 50 30 45 60 40 4 12 50 4 150 60 10

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

1-Sep-11

Pump Pump Pump

Pump

Pump

Pump

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PRODUCTIVITY RATES SL. NO. s. t. u. 04 MASONRY BLOCK WORK Solid Block a.

DESCRIPTION

Issued

Cast. Of Arch Lintel Cast. Of Neck Column Cast. Of Staircase

MANPOWER 1M + 3H 1M + 3H 1C + 1H

200mm Solid Block upto 2.5m Height

1M + 2H

Nos./Day

140

1M + 1H 1m + 2H 1M + 1H 1M + 1H 1M + 2H 1M + 2H 1M + 1H

Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day

150 140 150 180 140 100 120

1M + 1H 1M + 1H

m²/Day m²/Day

10 8

1P + 1H 1P + 1H

m²/Day/Coat m²/Day/Coat

50 40

3E + 3H

m²/Day

250

3E + 3H

m²/Day

175

3E + 3H 3E + 3H 3E + 3H

m²/Day m²/Day m²/Day

350 150 250

Hollow Block a. 100mm Hollow Block upto 2.5m Height b. 100mm Hollow Block -2.5m to 6m Height c. 150mm Hollow Block - upto 2.5m Height d. 200mm Hollow Block - upto 2.5m Height e. 200mm Hollow Block - 2.5m to 6m Height f. 200mm Block Work above 6m Height g. 200mm Block Work including pointing Claustra Block a. Claustra Block 200 x 200 b. Claustra Block 150 x 150 05 METALS STRUCTURAL METAL FRAMING Steel Structure a. Painting of steel structure columns b. Painting of steel structure rafters Erection of steel structure main frame (Eave Height upto c. 6m span upto 25m) Erection of steel structure main frame (Eave Height more d. than 6m span upto 36m) e. Fixing of Single Skin Sheet (Roof) f. Fixing of single skin sheet (Walls) g. Single skin with fibre glass insulation (Roof)

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

UNIT m³/Day m³/Day m³/Day

1-Sep-11 OUTPUT 5 4 12

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PRODUCTIVITY RATES SL. NO. DESCRIPTION h. Single skin with fibre glass insulation (Wall) I. Sandwich panels (Roof) j. Sandwich panels (Wall) k. Corner Flashing & Trims, etc l. 4m x 4m Double Sliding Door m. Wall or roof opening + frames (1.0m x 1.0m) n. Ridge Ventilator o. Gutter/ Down Spout 07 MOISTURE THERMAL CONTROL WATER PROOFING & DAMP PROOFING Polythene Sheets a. Polythene under footings b. Polythene under slab c. Polythene under tie beam Bitumin Paint a. Cold Bituminuous Painting b. Hot Bituminous Painting Bituminous Membrane a. Bituminous Membrane + Protection Board SEALERS Construction Joint a. Flexel Board b. Sealant 09 FINISHES PLASTER Internal Plaster a. Ceiling Plaster b. Wall plaster upto 3m Height

Issued MANPOWER 3E + 3H 3E + 3H 3E + 3H 1E + 3H 1E + 3H 1E + 3H 1E + 3H 1E + 3H

UNIT m²/Day m²/Day m²/Day Rm/Day Nos. Nos. Nos./Day Rm/Day

OUTPUT 100 250 150 80 1 8 6 70

1C + 1H 1C + 1H 1H

m²/Day m²/Day Rm/Day

200 1000 200

1H 2H

m²/Day/Coat m²/Day/Coat

100 60

1C + 1H

m²/Day

30

1C + 1H 1H

Rm/Hr Rm/Hr

18 7

1M + 1H 1M + 1H

m²/Day m²/Day

10 20

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

1-Sep-11

7 of 10

PRODUCTIVITY RATES SL. NO. DESCRIPTION c. Wall plaster 3m to 6m Height d. Wall plaster above 6m Height e. Fixing of Plaster Mesh f. Fixing of Corner beed External Plaster a. Wall plaster upto 3m Height b. Wall plaster 3m to 6m Height c. Wall plaster above 6m Height TILES Mosaic a. Floor Mosaic Tiles b. Mosaic Skirting c. Mosaic Steps (Riser & Tread) d. Mosaic Polishing Ceramic a. Fixing of Ceramic Wall Tiles (Glue Type) b. Grouting of Ceramic Wall Tiles c. Fixing of Ceramic Wall Tiles (Cement Mortar Type) d. Fixing of Ceramic Floor Tiles 20 x 20cm e. Fixing of Ceramic Floor Tiles 30 x 30cm f. Fixing of Ceramic Floor Tiles 50 x 50cm g. Grouting of Ceramic Floor Tiles h. Ceramic Skirting PVC Tiles a. PVC Tiles b. PVC Skirting Marble a. Marble Wall b. Marble Floor c. Marble Skirting

Issued MANPOWER 1M + 2H 1M + 2H 1C + 1H 1M + 1H

UNIT m²/Day m²/Day Rm/Day Rm

OUTPUT 17 15 90 30

1M + 1H 1M + 2H 1M + 2H

m²/Day m²/Day m²/Day

20 18 15

1M + 1H 1M + 1H 1M + 1H 1Po + 1H

m²/Day Rm/Day Rm/Day m²/Day

15 40 14 100

1M + 1H 1M + 1H 1M + 1H 1M + 1H 1M + 1H 1M + 1H 1M + 1H 1M + 1H

m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day m²/Day Rm/Day

10 30 8 12 15 20 40 30

1M + 1H 1M + 1H

m²/Day Lm/Day

35 40

1M + 1H 1M + 1H 1M + 1H

m²/Day m²/Day Rm/Day

6 15 30

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

1-Sep-11

8 of 10

PRODUCTIVITY RATES SL. NO. DESCRIPTION d. Marble Steps (Riser & Treads) Floor Screed (50mm) a. Floor Screed (50mm) b. Cement Skirting Wooden Skirting a. Timber

Issued MANPOWER 1M + 1H

EQUIPMENT

UNIT Rm/Day

1-Sep-11 OUTPUT 10

1M + 1H 1M + 1H

m²/Day Rm/Day

50 25

1C + 1H

Rm/Day

100

1M

Rm/Day

10

False Ceiling a. False Ceiling - Suspended Type

1C + 1H

m²/Day

30

Dry Wall Partition a. Dry wall Partition

1C + 1H

m²/Day

20

1M + 1H 1M + 1H

m²/Day/Coat m²/Day/Coat

100 100

1P 1P 1P 1P

m²/Day/Coat m²/Day/Coat m²/Day/Coat m²/Day/Coat

200 80 100 60

1P + 1H

m²/Day/Coat

50

Threshold a.

Threshold

PAINTING & WALL COVERINGS Tyrolene (Cullamix) a. Tyrolene over plastered surface b. Tyrolene over block wall Normal Paint (Emulsion/Oil) a. Primer b. Stucco (Putty) c. Emulsion Paint d. Oil Paint Epoxy Painting a. Epoxy Painting 10 MECHANICAL PIPE & FITTINGS

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

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PRODUCTIVITY RATES SL. NO. DESCRIPTION Copper & PVC Pipes a. ½" to 1" Copper Pipe (Hot Water) b. ½" to 1½" PVC Pipe c. 2" to 3" PVC Pipe d. 4" to 6" PVC Pipe PLUMBING FIXTURES Plumbing Fixtures a. Shower Tray b. Kitchen Sink c. Urinals + Partition d. Wash Basin e. W/C Asian f. W/C Western g. Bidet h. Booster Pump I. Manhole 60cm to 90cm PLUMBING APPLIANCES Plumbing Appliances a. Water Heater 11 ELECTRICAL RACE WAYS Race Ways a. Conduits b. Trunking CONDUCTORS & GROUNDING Conductors & Grounding a. Laying Cables

Issued MANPOWER

UNIT

OUTPUT

1Pl + 1H 1Pl + 1H 1Pl + 1H 1Pl + 1H

Rm/Day Rm/Day Rm/Day Rm/Day

12 20 75 60

1Pl + 1H 1Pl + 1H 1Pl + 1H 1Pl + 1H 1Pl + 1H 1Pl + 1H 1Pl + 1H 1Pl 1M + 1H

Nos/Day Nos/Day Nos/Day Nos/Day Nos/Day Nos/Day Nos/Day Nos/Day Nos/Day

2 2 3 2 2 2 2 1 2

1Pl + 1H

Nos/Day

2

1El + 1H 1El + 1H

Rm/Day Rm/Day

50 50

1El + 2H

Rm/Day

150

WIRING - C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

1-Sep-11

10 of 10

PRODUCTIVITY RATES SL. NO. Wiring a. Wiring BOARDS Boards a. b.

D.B's M.D.B's

DESCRIPTION

Issued MANPOWER

UNIT

OUTPUT

1El + 1H

Rm/Day

300

1El + 1H 1El + 1H

Nos/Day Nos/Day

2 1

- C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Electrician, Pl = Plumber - One Day is considered as 8 working hours.

EQUIPMENT

1-Sep-11