48476892 standard productivity of machinery

A. For Roads and Drainage

1.0 Site Clearance1.1 Grader (14 G) =3150 M/Day

(20 cms thick layer)1.2 Wheel Loader (966) to load (Stock pile within 20M) =1260 M/Day

(7 minuter per truck)1.3 Haulage by Dump Trucks (25tonnes) =110M/Day

(One way 25 kms) 7 tripsor

1.4 Haulage by Trailer (60 tonnes) =220M/Day1.5 Bull Dozer (D8) =893M/Day

or

1.6 Bull Dozer (D6) =630M/Day

2.0 Borrow Pit Excavation (Material Collection)2.1 Bull Dozer (D8) =893M/Day2.2 Wheel Loader (966) =893M/Day

3.0 Borrow Excavation (Haulage & Compaction) (Considering Loose materials)3.1 Dump Truck (25 tones) =110M/Day

(Average haul 25 km one way3.2 Grader (14 g) =630M/Day3.3 Water Tanker (4000 Glns) =8400 Glns/Day3.4 Vibratory Roller (25 tones) =2100 M/Day

Average depth (150 mm)4.0 Sub-Base and Road Base (Compaction) (Considering Loose materials)4.1 Grader 14 G (150 mm thick layer) =630M/Day4.2 Water Tanker (4000 Glns) =8400 Glns/Day4.3 Vibratory Roller (25 tones) =4200M/Day4.4 PTR Roller (25 tonnes)

5.0 Bituminous Paving (Laying and Compaction)(based on 42 tonnes/Hr. average production)

5.1 Dump Truck =2 hrs/42 tonnes5.2 Finisher =1/2 hrs/42 tonnes5.3 Water Tanker =1 hr / 42 tonnes5.4 Vibratory Roller =2 hrs/42 tonnes5.5 PTR =2 hrs /42 tonnes

6.0 Prime Coat6.1 Bitumen Tanker (600 Glns) =2625 M/Day

7.0 Interlocking Tiles

STANDARD PRODUCTIVITY RATES(based on 10 hrs per day)


7.1 Compactor (1No.) =210 M/Day7.2 Mason (4 Nos.) =105 M/Day or7.3 Helper (6 Nos.) =10.50 M/Man Day

8.0 Kerb Stones (excluding concrete)8.1 Mason (2 Nos.) =95 M/Day or8.2 Helpers (4 Nos.) =16M/Man Day

9.0 Trench Excavation9.1 Excavator 225 =158 M/Day

(Trench width 1.8M and avarage 5M depth)9.2 JCB =74 M/Day

(Trench width 1.0M and average 3M depth)9.3 Shovel (Loading) =893 M/Day9.4 Trench Sheeting after boxing (using excavator) =210 Nos. Day9.5 Boxing for Sheeting (3 to 5M depth) =3 Nos./ Day

(With 1 Welder and 2 Helpers)9.6 Back Filling

9.6.1 Baby Roller (1 No.) =53M/Day9.6.2 Plate Compactor (1 No.)9.6.3 Water Tanker (4000 Glns) = 0.25 No

10.0 Structural Excavation (Open Area)10.1 Excavator 225 =263M/Day

Dozer D8 =893M/DayShovel 966 =893M/DayDump Truck (25 tonnes) =105M/Day(25 km Haul)

11.0 Manhole Construction11.1 Concrete Pouring =6.50M/Day

(without pump)Mason =1 NoLabour =4 Nos.Vibrator =1 No.

11.2 Formwork

11.2.1 Preparation and Forming =13M/DayCarpenter =2 NoHelper =1No

Average = (13/6) = 2.10 M/Man Day

P.S. For circular man holes difficulty factor for preparation and forming to be considered as 0.45


12.0 Laying Pipework/Ductwork

Pipe Fitters = 2 Nos.Helpers = 4 Nos.

PIPE SIZE QTY /GANGDAY100 mm UPVC/AC Pipes 101 Meters150 mm UPVC/AC Pipes 95 Meters200 mm UPVC/AC Pipes 88 Meters250 mm UPVC/AC Pipes 82 Meters300 mm UPVC/AC Pipes 76 Meters400 mm AC/GRP Pipes 69 Meters450 mm AC/GRP Pipes 63 Meters500 mm AC/GRP Pipes 57 Meters550 mm AC/GRP Pipes 50 Meters600 mm AC/GRP Pipes 44 Meters Use of700 mm AC/GRP Pipes 38 Meters Mobile800 mm AC/GRP Pipes 32 Meters Crane850 mm AC/GRP Pipes 32 Meters allowed.900 mm AC/GRP Pipes 25 Meters1000 mm AC/GRP Pipes 19 Meters1200 mm AC/GRP Pipes 13 Meters90 , 100 mm PVC Ducts 189 Meters150 mm PVC Ducts 158 Meters

B. BUILDINGS

1.0 Excavation and Get Out (Manual)1.1 upto 1.50 M deep =3.70 M/Day/Labour1.2 upto 2.0 M deep =2.90 M/Day/Labour1.3 upto 3.0 M deep =2.10 M/Day/Labour

2.0 Hand Backfilling and compactionPlate Compactor =1 NoLabour =3 Nos21 M/Day

3.0 Machine excavation including disposalShovel =1 No.Trucks =2 Nos.Labour =6 Nos.210 M/Day

4.0 Cutting of Pile HeadsCompressor unit with Jack Hammer =0.5 No.Labour =3 Nos.


3..> 2.50 piles/day5.0 Concrete Works

5.1 Blinding Concrete (Mixing by us)

Plant =1 NoMixer machine (14/10) =1 NoDumper

Labour for MixingMixer Operator =1 NoLabour for Aggregates =2 NosLabour for Sand =2 NosLabour for Cement =1 No.

Labour for PlacingLabour for Dumper to Trolley =1 NoLabour on Wheel Barrow =3 NosHelper for mason =1 NoMason =2 Nos

Production =16 M/Day

5.2 Blinding Concrete (unsing Ready Mixed Concrete)

Labour for shifting and pouring =6 NosMason =2 NosDumper =1 No.


5.3 Concrete for Columns, Walls & Parapet (using Pump)

Labour =3 NosMason =2 NosCarpenter =1 NoPump =1 NoVibrator =1 No


5.4 Concrete for columns, Walls & Parapet (without Pump)

Labour for shifting and pouring =6 NosMason =2 NosCarpenter =1 NoVibrator =1 NoDumper =1 No

Production 13 M/Day


5.5 Concrete for beams, slabs and big sections (using pump)

Labour for signalling =1 NoLabour for pump chute =2 NosLabour for vibrators =5 NosLabour for concrete spreading =5 NosMasons (4+1) =5 NosCarpenters =2 NosSteel Fixer =1 NoScaffolder =1 NoVibrators =2 Nos

Production 105 M/ 4 Hrs

5.6 Form work

6.1 For Foundations and Tie Beams

6.1.1 Preparations and Forming 26 M/Day

Carpenter =2 NosHelper =1 No

6.1.2 Fixing, stripping and cleaning 26 M/Day


P.S. Average Production Rate of complete operation shall be 4.40 M/Man Day

6.2 For Columns and Walls

6.2.1 Preparation and Forming 21 M/Day


6.2.2 Fixing, stripping and cleaning 21 M/Day


P.S. Average Production Rate of complete operation shall be 3.40 M/Day


6.3 For Beams and Slabs

(Based on area 2 x 4 x 4 M: total forms area 54 M

6.3.1 Preparation and Forming 57 M/Day

Carpenter =4 Nos.Helper =2 Nos.

6.3.2 Fixing, stripping and cleaning

Carpenter =4 NosHelper =2 Nos

6.3.3 Scaffolding Erection

(2 x 4 x 4 x 3.40 M) =107 M

Considering Average Production =2.83M /1.60 Hrs.

Scaffolders =5 NosHelpers =3 Nos

P.S. Average Production Rate of complete operation shall be 2.90 M/Man Day

7.0 Steel ReinforcementSteel Fixers =3 NosHelpers =3 Nos

P.S.1) Average production rate for complete operation including

cutting, bending, handling, placing and tying =147 kg/ Man Day

2) Average production rate for handling placing and tying =263 kg/Man Day

8.0 MasonryMason =1 NoHelper =1.5 No

Average Production =5.3 M/Man Day

9.0 Plaster Works


9.1 Internal PlasterMason =1 NoHelper =2 Nos.

Average Production =6.3 M/Man Day9.2 External Plaster

Mason =1 NoHelper =2 No

Average Production =4.7 M/Man Day

10.0 Screening (Trowel Finish)Mason =1 NoHelper = 2 Nos

Production =25 M/Man Day= 8.4 M/Man Day

11.0 Ceramic TilesMason =1 NoHelper =1 No

Production for big size tiles =6.3 M/Man Day or 3.2 M/Man Day

Production for small size tiles =4.7 M/Man Day or 2.4 M/Man Day

12.0 Terrazo TilesMason =1 NoHelper =1 No

Production =13 M/Man Day 6.3 M/Man Day

13.0 Vinyl TilesMason =1 NoHelper =1 No

Production =18 M/Man Day 7.4 M/Man Day

14.0 SkirtingsMason =1 NoHelper =1 No

Production =19 M/Day or 9.5 M/Man Day

48476892 standard productivity of machinery

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