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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
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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
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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
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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
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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
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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
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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
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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
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Prestressing operator / Fitter
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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
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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
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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
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Mason
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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
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Mason
16.54
44.44
70.28
0.05
0.10