For calculating Civil Construction Manpower Productivity Rates
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STANDARD PRODUCTIVITY RATES (based on 10 hrs per day) A.
For Roads and Drainage
1.0
Site Clearance
1.1
Grader (14 G)
1.2
1.6
Wheel Loader (966) to load (Stock pile within 20M) (7 minuter per truck) Haulage by Dump Trucks (25tonnes) (One way 25 kms) 7 trips or Haulage by Trailer (60 tonnes) Bull Dozer (D8) or Bull Dozer (D6)
2.0
Borrow Pit Excavation (Material Collection)
2.1 2.2
Bull Dozer (D8) Wheel Loader (966)
3.0
Borrow Excavation (Haulage & Compaction)
3.1
Dump Truck (25 tones) (Average haul 25 km one way Grader (14 g) Water Tanker (4000 Glns) Vibratory Roller (25 tones) Average depth (150 mm)
1.3
1.4 1.5
3.2 3.3 3.4
4.0
Sub-Base and Road Base (Compaction)
4.1 4.2 4.3 4.4
Grader 14 G (150 mm thick layer) Water Tanker (4000 Glns) Vibratory Roller (25 tones) PTR Roller (25 tonnes)
5.0
Bituminous Paving (Laying and Compaction)
5.1 5.2 5.3 5.4 5.5
(based on 42 tonnes/Hr. average production) Dump Truck Finisher Water Tanker Vibratory Roller PTR
Concrete Pouring (without pump) Mason Labour Vibrator
11.2
=210 M²/Day =105 M²/Day or =10.50 M²/Man Day
=53M³/Day
=263M³/Day =893M³/Day =893M³/Day =105M³/Day
=6.50M³/Day =1 No =4 Nos. =1 No.
Formwork
11.2.1 Preparation and Forming Carpenter Helper
=13M²/Day =2 No =1No
Average = (13/6) = 2.10 M²/Man Day P.S.
For circular man holes difficulty factor for preparation and forming to be considered as 0.45
STANDARD PRODUCTIVITY RATES (based on 10 hrs per day) 12.0
Laying Pipework/Ductwork Pipe Fitters = 2 Nos. Helpers = 4 Nos. PIPE SIZE 100 mm UPVC/AC Pipes 150 mm UPVC/AC Pipes 200 mm UPVC/AC Pipes 250 mm UPVC/AC Pipes 300 mm UPVC/AC Pipes 400 mm AC/GRP Pipes 450 mm AC/GRP Pipes 500 mm AC/GRP Pipes 550 mm AC/GRP Pipes 600 mm AC/GRP Pipes 700 mm AC/GRP Pipes 800 mm AC/GRP Pipes 850 mm AC/GRP Pipes 900 mm AC/GRP Pipes 1000 mm AC/GRP Pipes 1200 mm AC/GRP Pipes 90 , 100 mm PVC Ducts 150 mm PVC Ducts
Cutting of Pile Heads Compressor unit with Jack Hammer Labour
=0.5 No. =3 Nos.
STANDARD PRODUCTIVITY RATES (based on 10 hrs per day) 3…..> 2.50 piles/day
5.0
Concrete Works
5.1
Blinding Concrete (Mixing by us) Plant Mixer machine (14/10) Dumper
=1 No =1 No
Labour for Mixing Mixer Operator Labour for Aggregates Labour for Sand Labour for Cement
=1 No =2 Nos =2 Nos =1 No.
Labour for Placing Labour for Dumper to Trolley Labour on Wheel Barrow Helper for mason Mason Production
5.2
Blinding Concrete (unsing Ready Mixed Concrete) Labour for shifting and pouring Mason Dumper Production
5.3
=6 Nos =2 Nos =1 No. =16 M³/Day
Concrete for Columns, Walls & Parapet (using Pump) Labour Mason Carpenter Pump Vibrator Production
5.4
=1 No =3 Nos =1 No =2 Nos =16 M³/Day
=3 Nos =2 Nos =1 No =1 No =1 No =17 M³/Day
Concrete for columns, Walls & Parapet (without Pump) Labour for shifting and pouring Mason Carpenter Vibrator Dumper Production
=6 Nos =2 Nos =1 No =1 No =1 No 13 M³/Day
STANDARD PRODUCTIVITY RATES (based on 10 hrs per day)
5.5
Concrete for beams, slabs and big sections (using pump) Labour for signalling Labour for pump chute Labour for vibrators Labour for concrete spreading Masons (4+1) Carpenters Steel Fixer Scaffolder Vibrators Production
5.6
Form work
6.1
For Foundations and Tie Beams
6.1.1
6.1.2
=1 No =2 Nos =5 Nos =5 Nos =5 Nos =2 Nos =1 No =1 No =2 Nos 105 M³/ 4 Hrs
Preparations and Forming
26 M²/Day
Carpenter Helper
=2 Nos =1 No
Fixing, stripping and cleaning
26 M²/Day
Carpenter Helper
=2 Nos =1 No
P.S.
Average Production Rate of complete operation shall be 4.40 M²/Man Day
6.2
For Columns and Walls
6.2.1
Preparation and Forming
21 M²/Day
Carpenter Helper
=2 Nos =1 No
Fixing, stripping and cleaning
21 M²/Day
Carpenter Helper
=2 Nos =1 No
6.2.2
P.S.
Average Production Rate of complete operation shall be 3.40 M²/Day
STANDARD PRODUCTIVITY RATES (based on 10 hrs per day)
6.3
For Beams and Slabs (Based on area 2 x 4 x 4 M²: total forms area 54 M²
6.3.1
6.3.2
Preparation and Forming
57 M²/Day
Carpenter Helper
=4 Nos. =2 Nos.
Fixing, stripping and cleaning Carpenter Helper
6.3.3
P.S.
7.0
P.S. 1)
2)
8.0
=4 Nos =2 Nos
Scaffolding Erection (2 x 4 x 4 x 3.40 M)
=107 M³
Considering Average Production
=2.83M³ /1.60 Hrs.
Scaffolders Helpers
=5 Nos =3 Nos
Average Production Rate of complete operation shall be 2.90 M²/Man Day
Steel Reinforcement Steel Fixers Helpers
=3 Nos =3 Nos
Average production rate for complete operation including cutting, bending, handling, placing and tying
=147 kg/ Man Day
Average production rate for handling placing and tying
=263 kg/Man Day
Masonry Mason Helper Average Production
9.0
Plaster Works
=1 No =1.5 No =5.3 M²/Man Day
STANDARD PRODUCTIVITY RATES (based on 10 hrs per day) 9.1
Internal Plaster Mason Helper
9.2
10.0
Average Production
=1 No =2 Nos. =6.3 M²/Man Day
Average Production
=1 No =2 No =4.7 M²/Man Day
External Plaster Mason Helper
Screening (Trowel Finish) Mason Helper Production
11.0
Ceramic Tiles Mason Helper Production for big size tiles
