Standard Productivity of Machinery

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

6.0

Prime Coat

6.1

Bitumen Tanker (600 Glns)

7.0

Interlocking Tiles

=3150 M²/Day (20 cms thick layer) =1260 M³/Day =110M³/Day

=220M³/Day =893M³/Day =630M³/Day

=893M³/Day =893M³/Day

(Considering Loose materials) =110M³/Day =630M³/Day =8400 Glns/Day =2100 M²/Day

(Considering Loose materials) =630M³/Day =8400 Glns/Day =4200M²/Day

=2 hrs/42 tonnes =1/2 hrs/42 tonnes =1 hr / 42 tonnes =2 hrs/42 tonnes =2 hrs /42 tonnes

=2625 M²/Day

STANDARD PRODUCTIVITY RATES (based on 10 hrs per day) 7.1 7.2 7.3

Compactor (1No.) Mason (4 Nos.) Helper (6 Nos.)

8.0

Kerb Stones (excluding concrete)

8.1 8.2

Mason (2 Nos.) Helpers (4 Nos.)

9.0

Trench Excavation

9.1

Excavator 225

9.2

JCB

9.3 9.4 9.5

Shovel (Loading) Trench Sheeting after boxing (using excavator) Boxing for Sheeting (3 to 5M depth)

9.6 9.6.1 9.6.2 9.6.3

=95 M/Day or =16M/Man Day

=158 M³/Day (Trench width 1.8M and avarage 5M depth) =74 M³/Day (Trench width 1.0M and average 3M depth) =893 M³/Day =210 Nos. Day =3 Nos./ Day (With 1 Welder and 2 Helpers)

Back Filling Baby Roller (1 No.) Plate Compactor (1 No.) Water Tanker (4000 Glns) = 0.25 No

10.0

Structural Excavation (Open Area)

10.1

Excavator 225 Dozer D8 Shovel 966 Dump Truck (25 tonnes) (25 km Haul)

11.0

Manhole Construction

11.1

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

B.

BUILDINGS

1.0

Excavation and Get Out (Manual)

1.1 1.2 1.3

upto 1.50 M deep upto 2.0 M deep upto 3.0 M deep

2.0

=3.70 M³/Day/Labour =2.90 M³/Day/Labour =2.10 M³/Day/Labour

=1 No =3 Nos

Machine excavation including disposal Shovel Trucks Labour 210 M³/Day

4.0

Use of Mobile Crane allowed.

Hand Backfilling and compaction Plate Compactor Labour 21 M³/Day

3.0

QTY /GANGDAY 101 Meters 95 Meters 88 Meters 82 Meters 76 Meters 69 Meters 63 Meters 57 Meters 50 Meters 44 Meters 38 Meters 32 Meters 32 Meters 25 Meters 19 Meters 13 Meters 189 Meters 158 Meters

=1 No. =2 Nos. =6 Nos.

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

Production for small size tiles

12.0

Production

=4.7 M²/Man Day or 2.4 M²/Man Day

=1 No =1 No =13 M²/Man Day 6.3 M²/Man Day

Vinyl Tiles Mason Helper Production

14.0

=1 No =1 No =6.3 M²/Man Day or 3.2 M²/Man Day

Terrazo Tiles Mason Helper

13.0

=1 No = 2 Nos =25 M²/Man Day = 8.4 M²/Man Day

=1 No =1 No =18 M²/Man Day 7.4 M²/Man Day

Skirtings Mason Helper Production

=1 No =1 No =19 M/Day or 9.5 M/Man Day