7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 1/18

Labour per

Per day tak Unit Mate

Excavation of soil for strructure

Ordinary SoilMechanical Means

Depth upto 3 m 240 cum 0.32

Depth 3 m to 6m 210 cum 0.32

Depth above 6 m 180 cum 0.4

Ordinary Rock

Mechanical Means

Depth upto 3 m 180 cum 0.24

Hard Rock (requiring blasting)

Manual Means 10 cum 0.35

Hard Rock (Blasting prohibited)

Mechanical Means 10 cum 0.2

PCC 1:3:6 in Foundation 15 cum 0.64

Brick Masonry in CC 1:3 in Foundation 5 cum 0.48

Cement Mortar (1:3) 1 cum 0.04Stone Masonry Work in CC (1:3) in Foundation 0 0

Square Rubble Coursed Rubble Masonry 5 cum 0.72

Random Rubble Masonry 5 cum 0.68

Plain / Reinforced Cement Concrete in Open Foundation

PCC Grade M 15 15 cum 0.86

PCC Grade M 20 15 cum 0.86

RCC Grade M 20

Using Concrete Mixer 15 cum 0.86

With Batching Plan, Transit Mixer 120 cum 0.84

PCC Grade M 25

Using Concrete Mixer 15 cum 0.86

With Batching Plan, Transit Mixer 120 cum 0.84

RCC Grade M 25

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 2/18

RCC Grade M 35

Using Concrete Mixer 15 cum 0.86

With Batching Plan, Transit Mixer 120 cum 0.84RCC Grade M 40

With Batching Plan, Transit Mixer 120 cum 0.84

Bored cast - in - situ M 35 grade RCC pile excluding reinforcement

Pile diameter 750 mm 15 m 0.19

Pile diameter 1000 mm 10 m 0.22

Foundation

Pile diameter 1200 mm 9 m 0.25

Driven cast - in - situ M 35 grade RCC pile excluding reinforcement

Pile diameter 750 mm 40 m 0.25

Pile diameter 1000 mm 30 m 0.33

Pile diameter 1200 mm 20 m 0.35

Pile diameter 500 mm 60 m 0.25

Driven precast vertical M 35 grade RCC Piles excluding reinforcement

Pile diameter 750 mm 50 m 0.3

Pile diameter 1000 mm 40 m 0 42

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 3/18

Cement Concrete for reinforced concrete in pile cap

RCC Grade M 20

Using Concrete Mixer 15 cum 0.9

Using Batching Plant, Transit Mixe 15 cum 0.16

RCC Grade M 25

Using Concrete Mixer 15 cum 0.9

Using Batching Plant, Transit Mixe 15 cum 0.16

RCC Grade M 30

Using Concrete Mixer 15 cum 0.9

Using Batching Plant, Transit Mixe 15 cum 0.16

RCC Grade M 35

Using Concrete Mixer 15 cum 0.9

Using Batching Plant, Transit Mixe 15 cum 0.16

Levelling Course for Pile CapPCC M15 levelling course 100mm thk. Below 15 cum 0.86

Fitting and placing uncoated HYSD bar reinforcement in f 1 MT 0.4

Fitting and placing uncoated Mild steel reinforcement in 1 MT 0.43

Brick Masonry in 1:3 in substructure 1 cum 0.06

Pointing with CC (1:3) on brick work in substructure 10 sqm 0.041Plastering with CC (1:3) on brickwork in substructure 10 sqm 0.046

Stone Masonry in CC (1:3) for substructure

Random Rubble Masonry 1 cum 0.113

Coursed rubble masonry (first sort) 1 cum 0.132

Substructure Ashlar masonry (first sort) 1 cum 0.413

Fitting and placing HYSD bar reinforcement in substructu 1 MT 0.34

Providing weep holes in brick masonry / plain / reinforce 30 Nos 0.03

Backfilling behind abutment, wing wall and return wall

Granular material 10 cum 0.28

Sandy material 10 cum 0 28

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 4/18

Using Batching plant, Transit Mixe 120 cum 0.84

RCC Grade M 30

Using Concrete Mixer 15 cum 0.9

Using Batching plant, Transit Mixe 120 cum 0.88

RCC/PSC Grade M 35

Using Concrete Mixer 15 cum 0.9

Using Batching plant, Transit Mixe 120 cum 0.88

PSC Grade M 40

Using Concrete Mixer 15 cum 0.96

Using Batching plant, Transit Mixe 120 cum 0.94

PSC Grade M 45

Using Batching plant, Transit Mixe 120 cum 0.94

PSC Grade M 50

Using Batching plant, Transit Mixe 120 cum 0.94

Fitting and placing HYSD bar reinforcement in superstruc 1 MT 0.44

High tensile steel wires/strands including all accessories for stressing, operations and grouti

For making and fixing cables 0.377 MT 0.16

For prestressing 0.377 MT 0.05

For Grouting 0.377 MT 0.05

Mastic Asphalt

72.46 sqm 0.49

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 5/18

day Machinery

Mazdoor Driller Blaster Mason Blacksmith Mazdoor Skilled

8 Hydraulic e 10 hour

8 Hydraulic e 10 hour

10 Hydraulic e 10 hour

6 Hydraulic e 10 hour

8 0.5 0.25 Air Compr 1 hour

5 Air Compr 8 hour

15 1 Concrete 8 hour

Vibrator

8 4

0.90

10.35 7.5

10.39 6

20 1.5 Concrete 8 hour

Vibrator

20 1.5 Concrete 8 hour

Vibrator

20 1.5 Concrete 8 hour

Vibrator

18 3 Concrete P 8 hour

20 1.5 Concrete 8 hour

Vibrator

18 3 Concrete P 8 hour

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 6/18

20 1.5 Concrete 8 hour

Vibrator

18 3 Concrete P 8 hour

18 3 Concrete P 8 hour

4.5 0.17 Concrete P 8 hour

Hydraulic p 8 hour

Light crane 1 hour

Bentonite 8 hour

5.2 0.2 Concrete P 8 hour

Hydraulic p 8 hour

Light crane 1 hour

Bentonite 8 hour

6.02 0.25 Concrete P 8 hour

Hydraulic p 8 hour

Light crane 1 hour

Bentonite 8 hour

5.65 0.44 Concrete P 8 hour

Piling rig in 8 hour

Light crane 1 hour

7.5 0.6 Concrete P 8 hour

Piling rig in 8 hour

Light crane 1 hour

7.9 0.56 Concrete P 8 hour

Piling rig in 8 hour

Light crane 1 hour

5.65 0.44 Concrete P 8 hour

Piling rig in 8 hour

Light crane 1 hour

7.3 0.55 Crane 40 T 8 hour

Vibrating P 8 hour

9 7 0 8 Crane 50 T 8 hour

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 7/18

Vibrating P 8 hour

21 1.5 Concrete 8 hourVibrator

3.5 0.38 Concrete P 8 hour

21 1.5 Concrete 8 hour

Vibrator

3.5 0.38 Concrete P 8 hour

21 1.5 Concrete 8 hour

Vibrator

3.5 0.38 Concrete P 8 hour

21 1.5 Concrete 8 hour

Vibrator

3.5 0.38 Concrete P 8 hour

20 1.5 Concrete 8 hour

Vibrator

6 2

6.5 2.25

0.8 0.8

0.53 0.5

0.63 0.5

1.5 1.2

1.77 1.5

2.8 2.5

6.5 2

0.25 0.5

7 Plate Com 3 hour

7 Plate Com 3 hour

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 8/18

18 3 Concrete P 8 hour

Vibrator

21 1.5 Concrete 8 hourVibrator

19 3 Concrete P 8 hour

Vibrator

21 1.5 Concrete 8 hour

Vibrator

19 3 Concrete P 8 hour

Vibrator

22 2 Concrete 8 hour

Vibrator

20 3.5 Concrete P 8 hour

Vibrator

20 3.5 Concrete P 8 hourVibrator

20 3.5 Concrete P 8 hour

Vibrator

8 3

g

3 1

1 0.25 0.25 Stressing J 2.5 hours

1 0.25 Grouting p 1 hours

11 1.25 Mechanica 0.06 hours

Air compre 0.06 hours

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 9/18

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 10/18

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 11/18

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 12/18

Prestressing operator / Fitter

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 13/18

Total Qty. Unit

Mate Mazdoor

Mazdoor

with

Pneumaticbreaker

Blacksmith

az oor

working

with HMP,

mechanical

broom,

paver,

Skilled

mazdoor for

checkingline & levels

BELGAUM-KARNATAKA/GOA BORDER HIGHWAY PROJECT 780 days

Site Handing Over 1 day

Good for Construction Drawing 1 day

Mobilization 60 days

Setting Out 75 days

Road Works 542 days

Site Clearance & Dismentling 151 days

Clearing & Grubbing Road Land 32 daysDismentling 126 days

Plain / Reinforcement Cement Concrete 15 days 46.00 Cum 0.12 0.77 2.02 0.77

Stone / Brick Structure 40 days 4330.00 Cum 2.60 81.19

Pavement Bituminous Crust 18 days 7501.00 Cum 4.17 125.02

Hume Pipe / Guard Rail / Kerb stone 30 days 15590.00 Lm 25.98 519.67

KM / 5th KM / Hec / Boundry Stone 20 days 152.00 Nos. 0.99 5.70

Apron / Stone Pitching 10 days 95.00 Cum 0.12 3.04

Sign Boards , Guard post 14 days 14.00 Nos. 0.02 1.00

Kutcha Structure 25 days 476.00 Sqm

AC Sheet Roofing 15 days 238.00 SqmStructural Steel 12 days 3.00 Sqm

Earth Work 283 days

Excavation 213 days 566666.67 Cum 0.71 17.74

Embankment with Borrow earth 283 days 3111047.62 Cum 4.40 109.93

Embankment with Excavated earth 244 days 433142.86 Cum 0.36 8.88

Granular Sub Base 216 days 287523.81 Cum 2.37 59.16

Wet Mix Macadam 193 days 259619.05 Cum 2.87 71.74

BASE AND SURFACE COURSE (BITUMINOUS / CONCRETE) 542 days

Primer Coat 530 days 1007619.05 Sqm 0.08 1.99

Tack Coat 528 days 3518666.67 Sqm 0.28 7.01Bituminous Macadam 488 days 5047.62 Cum 0.08 1.60 0.50

Dense Bituminous Macadam 254 days 148380.95 Cum 2.52 47.93 14.98

Bituminous Concrete with crumb rubber 290 days 56571.43 Cum 0.96 18.27 5.71

Slurry seal 9 days 3039.05 Sqm 0.01 0.13

Fog seal 14 days 7091.43 Sqm 0.01 0.14

CULVERTS, BRIDGES & PROTECTIVE WORKS 305 days

Excavation 111 days 50454.00 Cum 3.91 35.20

Required Labour per day

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 14/18

Total Qty. Unit

Mate Mazdoor

Mazdoor

with

Pneumaticbreaker

Blacksmith

az oor

working

with HMP,

mechanical

broom,

paver,

Skilled

mazdoor for

checkingline & levels

Required Labour per day

PCC M-15 32 days 1528.00 Cum 2.74 63.67

RCC M-35 in foundations 46 days 4353.00 Cum 0.76 16.32

5.03 75.45 25.15

RCC M-20 in substructure 43 days 6373.00 Cum 1.04 22.23

6.68 100.15 33.38

RCC M-25 in substructure 13 days 1751.00 Cum 1.02 21.89

7.00 105.06 35.02

RCC M-25 in box structure 19 days 823.00 Cum 0.34 7.261.34 20.06 6.69

RCC M-35 in substructure 39 days 7390.00 Cum 1.36 29.17

9.03 135.48 45.16

RCC M-40 in substructure 6 days 110.00 Cum 0.19 4.13

1.61 24.20 8.07

Backfilling 41 days 38718.00 Cum 27.10 677.57

Filter Media behind structures 41 days 3796.00 Cum 3.04 75.92

RCC M-35 in superstructure 22 days 3687.00 Cum 1.29 27.65

7.37 110.61 36.87

RCC M-40 in T-girders 7 days 1085.00 Cum 1.52 32.5512.15 182.28 60.76

PSC M-40 box girders 17 days 1387.00 Cum 0.65 13.87

4.99 74.90 24.97

RCC M-40 crash barrier 9 days 1394.00 Cum 1.22 26.14

6.97 104.55 34.85

RCC M-30 in approach slab 13 days 779.00 Cum 0.91 19.48

2.60 38.95 12.98

RCC M-40 in crash barrier 14 days 117.00 Lm 0.20 4.39

0.04 0.98

Brick masonary 8 days 330.00 Cum 3.96Filter Media below Pitching 40 days 3727.00 Cum 4.66 116.47

Stone Pitching 60 days 11516.00 Cum 7.68 143.95

Stone Boulder Apron 11 days 2090.00 Cum 9.50 237.50

Weep Holes 37 days 4403.00 Nos. 0.12 0.99

Drainage spouts 5 days 206.00 Nos. 1.24 9.06 0.82

POT-PTFE Bearings complete 10 days 101.00 Nos.

Elastomeric Bearings 30 days 3657143.00 Cucm

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 15/18

Total Qty. Unit

Mate Mazdoor

Mazdoor

with

Pneumaticbreaker

Blacksmith

az oor

working

with HMP,

mechanical

broom,

paver,

Skilled

mazdoor for

checkingline & levels

Required Labour per day

Tar Paper Bearing 8 days 70.00 Sqm 0.04 1.31

Expansion Joint : Strip seal 40mm wide 18 days 830.00 Lm 0.19 4.80

Expansion Joint : Premoulded Joint Filler 9 days 366.00 Lm 0.03 1.02

BC 40 mm + Mastic 25 mm 55 days 13723.00 Sqm

RCC Pipe 1200 mm diameter complete 20 days 4136.00 Lm 4.63 99.26

Granular Material for Pipe Bedding 10 days 2222.00 Cum 12.44 266.64

PCC M-15 grade complete in head/wing/curtain wall/pillars etc. 10 days 488.00 Cum

Rehabilition 86 daysCleaning & removal of vegetation growth 5 days 162.00 Sqm 1.46 7.13

M-30 Grade RCC Railing 6 days 33.00 Lm

Stone Pitching 20 days 4016.00 Sqm 8.03 150.60

Repair of railing by mortar 5 days 29.00 Lm 0.02 0.24 0.01

Drainage spouts 7 days 69.00 Nos. 0.30 2.17 0.20

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 16/18

Mason

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 17/18

Mason

4.78

2.72

3.71

3.65

1.21

4.86

0.69

4.61

5.43

2.31

4.36

3.25

0.73

41.25

67.18

1.98

0.41

7/29/2019 Manpower Deployment

http://slidepdf.com/reader/full/manpower-deployment 18/18

Mason

16.54

44.44

70.28

0.05

0.10