SITE CLEARANCE



  SITE CLEARANCE (ANALYSIS OF RATES 2006)
Sl. No Description Unit Quantity  Rate
Rs.      P
Cost
Rs.       P
(1) (2) (3) (4) (5) (6)
1 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.
Unit = Each
       
(i) Girth from 300 mm to 600 mm        
a) Labour        
  Mate day 0.024 65.00 1.56
  Mulia unskilled for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres lead by
manual means.
day 0.600 55.00 33.00
          34.56
b) Machinery        
  Tractor-trolley hour 0.100 231.00 23.10
          23.10
c) Overhead charges @ 10% on (a+b)       5.77
  Rate for each tree = a+b+c       63.43
        Say 63.40
(ii) Girth from 600 mm to 900 mm        
a) Labour        
  Mate day 0.036 65.00 2.34
  Mulia unskilled for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres lead by manual means. day 0.900 55.00 49.50
          51.84
b) Machinery        
  Tractor-trolley hour 0.300 231.00 69.30
          69.30
c) Overhead charges @ 10% on (a+b)       12.11
  Rate for each tree = a+b+c       133.25
        Say 133.30
(iii) Girth from 900 mm to 1800 mm        
a) Labour        
  Mate day 0.080 65.00 5.20
  Mulia unskilled for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres lead by manual means. day 2.000 55.00 110.00
          115.20
b) Machinery        
  Tractor-trolley hour 0.400 231.00 92.40
          92.40
c) Overhead charges @ 10% on (a+b)       20.76
  Rate for each tree = a+b+c       228.36
        Say 228.40
(iv) Girth above 1800 mm        
a) Labour        
  Mate day 0.160 65.00 10.40
  Mulia unskilled for cutting trees including cutting, refilling, compaction of backfilling and stacking of
serviceable materials within 1000 metres lead by manual means.
day 4.000 55.00 220.00
          230.40
b) Machinery        
  Tractor-trolley hour 0.600 231.00 138.60
          138.60
c) Overhead charges @ 10% on (a+b)       36.90
  Rate for each tree = a+b+c       405.90
        Say 405.90
2 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . Unit = Hectare Taking output = 1 Hectare        
a) Labour        
  Mate day 2.000 65.00 130.00
  Mulia unskilled day 50.000 55.00 2750.00
          2880.00
b) Overhead charges @ 10% on (a)       288.00
  Rate per Hectare = a+b       3168.00
3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Unit = Hectare
Taking output = 1 Hectare
       
(i) In area of light jungle        
a) Labour        
  Mate day 6.000 65.00 390.00
  Mulia unskilled  day 150.000 55.00 8250.00
          8640.00
b) Machinery        
  Tractor-trolley hour 1.000 231.00 231.00
          231.00
c) Overhead charges @ 10% on (a+b)       887.10
  Rate per Hectare = a+b+c       9758.10
(ii) In area of thorny jungle        
a) Labour        
  Mate day 8.000 65.00 520.00
  Mulia unskilled  day 200.000 55.00 11000.00
          11520.00
b) Machinery        
  Tractor-trolley hour 2.000 231.00 462.00
          462.00
c) Overhead charges @ 10% on (a+b)       1198.20
  Rate per Hectare = a+b+c       13180.20
4 Dismantling of Lime Concrete, cement concrete grade M-10 and below including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.040 65.00 2.60
  Mulia unskilled for dismantling and loading day 1.000 55.00 55.00
          57.60
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       12.00
  Cost for 1.25 cum = a+b+c       131.97
  Rate per Cum = (a+b+c)/1.25       105.57
        Say 105.60
5 Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.050 65.00 3.25
  Mulia unskilled for dismantling and loading day 1.250 55.00 68.75
          72.00
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       13.44
  Cost for 1.25 cum = a+b+c       147.81
  Rate per Cum = (a+b+c)/1.25       118.25
        Say 118.30
6 Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.150 65.00 9.75
  Blacksmith 2nd class day 0.250 75.00 18.75
  Mulia unskilled for dismantling and loading day 3.500 55.00 192.50
          221.00
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       28.34
  Cost for 1.25 cum = a+b+c       311.71
  Rate per Cum = (a+b+c)/1.25       249.37
        Say 249.40
7 Dismantling Brick / Tile work in lime mortar including T&P and scaffolding wherever  necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.020 65.00 1.30
  Mulia unskilled for dismantling, loading and
unloading
day 0.500 55.00 27.50
          28.80
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       9.12
  Cost for 1.25 cum = a+b+c       100.29
  Rate per Cum = (a+b+c)/1.25       80.23
        Say 80.20
8 Dismantling Brick / Tile work in cement mortar including T&P and scaffolding wherever  necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.030 65.00 1.95
  Mulia unskilled for dismantling, loading and
unloading
day 0.750 55.00 41.25
          43.20
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       10.56
  Cost for 1.25 cum = a+b+c       116.13
  Rate per Cum = (a+b+c)/1.25       92.90
        Say 92.90
9 Dismantling Brick / Tile work in mud mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.016 65.00 1.04
  Mulia unskilled for dismantling, loading day 0.400 55.00 22.00
          23.04
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       8.54
  Cost for 1.25 cum = a+b+c       93.95
  Rate per Cum = (a+b+c)/1.25       75.16
        Say 75.20
10 Dismantling Dry brick pitching or brick soling including T&P, sorting the  dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.014 65.00 0.91
  Mulia unskilled for dismantling, loadinga and unloading  day 0.350 55.00 19.25
          20.16
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       8.25
  Cost for 1.25 cum = a+b+c       90.78
  Rate per Cum = (a+b+c)/1.25       72.63
        Say 72.60
11 Dismantling Rubble stone masonry in lime mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.024 65.00 1.56
  Mulia unskilled for dismantling, loadinga and unloading  day 0.600 55.00 33.00
          34.56
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       9.69
  Cost for 1.25 cum = a+b+c       106.62
  Rate per Cum = (a+b+c)/1.25       85.30
        Say 85.30
12 Dismantling Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.030 65.00 1.95
  Mulia unskilled for dismantling, loadinga and unloading  day 0.750 55.00 41.25
          43.20
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       10.56
  Cost for 1.25 cum = a+b+c       116.13
  Rate per Cum = (a+b+c)/1.25       92.90
        Say 92.90
13 Dismantling Rubble Stone Masonry in mud mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.020 65.00 1.30
  Mulia unskilled for dismantling, loadinga and unloading  day 0.500 55.00 27.50
          28.80
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       9.12
  Cost for 1.25 cum = a+b+c       100.29
  Rate per Cum = (a+b+c)/1.25       80.23
        Say 80.20
14 Dismantling Dry rubble masonry including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.018 65.00 1.17
  Mulia unskilled for dismantling, loadinga and unloading  day 0.450 55.00 24.75
          25.92
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       8.83
  Cost for 1.25 cum = a+b+c       97.12
  Rate per Cum = (a+b+c)/1.25       77.70
        Say 77.70
15 Dismantling stone pitching/ dry stone spalls including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.016 65.00 1.04
  Mulia unskilled for dismantling, loadinga and unloading  day 0.400 55.00 22.00
          23.04
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       8.54
  Cost for 1.25 cum = a+b+c       93.95
  Rate per Cum = (a+b+c)/1.25       75.16
        Say 75.20
16 Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.020 65.00 1.30
  Mulia unskilled for dismantling, loadinga and unloading  day 0.500 55.00 27.50
          28.80
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       9.12
  Cost for 1.25 cum = a+b+c       100.29
  Rate per Cum = (a+b+c)/1.25       80.23
        Say 80.20
17 Dismantling Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
       
a) Labour        
  Mate day 0.060 65.00 3.90
  Carpenter 2nd class day 0.500 75.00 37.50
  Mulia unskilled for dismantling, loadinga and unloading  day 1.000 55.00 55.00
          96.40
b) Machinery        
  Tractor-trolley hour 0.270 231.00 62.37
          62.37
c) Overhead charges @ 10% on (a+b)       15.88
  Cost for 1.25 cum = a+b+c       174.65
  Rate per Cum = (a+b+c)/1.25       139.72
        Say 139.70
18 Dismantling Steel Work in all types of sections upto a height of 5 m above plinth level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres excluding cutting of rivet but including dismembering
Unit = tonne
Taking output = 1 tonne
       
a) Labour        
  Mate day 0.140 65.00 9.10
  Blacksmith 2nd class day 1.000 75.00 75.00
  Mulia unskilled for dismantling, loadinga and unloading  day 2.500 55.00 137.50
          221.60
  Add 2.5 per cent of cost of labour for gas cutting,
ropes, pulleys etc.
      5.54
          227.14
b) Machinery        
  Tractor-trolley hour 0.170 231.00 39.27
          39.27
c) Overhead charges @ 10% on (a+b)       26.64
  Rate per tonne = a+b+c       293.05
        Say 293.10
19 Dismantling Steel Work in all types of sections upto a height of 5 m above plinth level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres but excluding cutting of rivet and excluding dismembering
Unit = tonne
Taking output = 1 tonne
       
a) Labour        
  Mate day 0.100 65.00 6.50
  Mulia unskilled for dismantling, loadinga and unloading  day 2.000 55.00 110.00
  Blacksmith 2nd class day 0.500 75.00 37.50
          154.00
  Add 2.5 per cent of cost of labour for gas cutting,
ropes, pulleys etc.
      3.85
          157.85
b) Machinery        
  Tractor-trolley hour 0.170 231.00 39.27
          39.27
c) Overhead charges @ 10% on (a+b)       19.71
  Rate per tonne = a+b+c       216.83
        Say 216.80
20 Extra over item No.18 and 19 for cutting rivets.
Unit = each
Taking output = 10 rivets
       
a) Labour        
  Mate day 0.010 65.00 0.65
  Blacksmith 2nd class day 0.130 75.00 9.75
  Mulia unskilled day 0.130 55.00 7.15
          17.55
b) Overhead charges @ 10% on (a)       1.76
  Cost for 10 rivets = a+b       19.31
  Rate for each rivet = (a+b)/10       1.93
        Say 1.90
21 Scraping of Bricks dismantled from Brick Work in mud mortar including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = numbers
Taking output = 1000 numbers
       
a) Labour        
  Mate day 0.140 65.00 9.10
  Mulia unskilled day 3.500 55.00 192.50
          201.60
b) Overhead charges @ 10% on (a)       20.16
  Rate per1000 Nos = a+b       221.76
        Say 221.80
22 Scraping of Bricks dismantled from Brick Work in mud mortar including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = numbers
Taking output = 1000 numbers
       
a) Labour        
  Mate day 0.050 65.00 3.25
  Mulia unskilled day 1.250 55.00 68.75
          72.00
b) Overhead charges @ 10% on (a)       7.20
  Rate per1000 Nos = a+b       79.20
        Say 79.20
23 Scraping of Stone from dismantled Stone Masonry inlime or cement mortar including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1 cum
       
a) Labour        
  Mate day 0.056 65.00 3.64
  Mulia unskilled day 1.400 55.00 77.00
          80.64
b) Overhead charges @ 10% on (a)       8.06
  Rate per cum = a+b       88.70
        Say 88.70
24 Scraping of Stone from dismantled Stone  asonry in mud mortar including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1 cum
       
a) Labour        
  Mate day 0.012 65.00 0.78
  Mulia unskilled day 0.300 55.00 16.50
          17.28
b) Overhead charges @ 10% on (a)       1.73
  Rate per cum = a+b       19.01
        Say 19.00
25 Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = sqm
Taking output = 100 sqm
       
a) Labour        
  Mate day 0.160 65.00 10.40
  Mulia unskilled for scarping and loading day 4.000 55.00 220.00
          230.40
b) Machinery        
  Tractor-trolley hour 0.320 231.00 73.92
          73.92
c) Overhead charges @ 10% on (a+b)       30.43
  Cost for 100 sqm = a+b+c       334.75
  Rate per sqm = (a+b+c)/100       3.35
        Say 3.40
26 Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Unit = metre
Taking output = 1 metre
       
(i) Up to 600 mm dia        
a) Labour        
  Mate day 0.021 65.00 1.37
  Mulia unskilled day 0.520 55.00 28.60
          29.97
b) Overhead charges @ 10% on (a)       3.00
  Rate per metre = a+b       32.96
        Say 33.00
(ii) Above 600 mm to 900 mm dia        
a) Labour        
  Mate day 0.028 65.00 1.82
  Mulia unskilled day 0.700 55.00 38.50
          40.32
b) Overhead charges @ 10% on (a)       4.03
  Rate per metre = a+b       44.35
        Say 44.40
(iii) Above 900 mm        
a) Labour        
  Mate day 0.048 65.00 3.12
  Mulia unskilled day 1.200 55.00 66.00
          69.12
b) Overhead charges @ 10% on (a)       6.91
  Rate per metre = a+b       76.03
        Say 76.00
Note 1. The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately.
2. Credit for retrieved stone from masonry work may be taken as per actual availability.
27 Dismantling of Bituminous courses of flexible pavements and disposal of  dismantled materials up to a lead of 1000 metres, stacking serviceable and  unserviceable materials separately
Unit = cum
Taking output = 1 cum
       
a) Labour        
  Mate day 0.060 65.00 3.90
  Mulia unskilled for dismantling, loading and
unloading
day 1.500 55.00 82.50
          86.40
b) Machinery        
  Tractor-trolley hour 0.380 231.00 87.78
          87.78
c) Overhead charges @ 10% on (a+b)       17.42
  Rate per Cum = a+b+c       191.60
        Say 191.60
28 Dismantling of Granular courses of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Unit = cum
Taking output = 1 cum
       
a) Labour        
  Mate day 0.040 65.00 2.60
  Mulia unskilled for dismantling, loading and
unloading
day 1.000 55.00 55.00
          57.60
b) Machinery        
  Tractor-trolley hour 0.330 231.00 76.23
          76.23
c) Overhead charges @ 10% on (a+b)       13.38
  Rate per Cum = a+b+c       147.21
        Say 147.20
29 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Unit = cum
Taking output = 1 cum
       
a) Labour        
  Mate day 0.040 65.00 2.60
  Mulia Semi skilled for operating pneumatic tools day 0.500 65.00 32.50
  Mulia unskilled as helpers including loading and
unloading
day 0.500 55.00 27.50
          62.60
b) Machinery        
  Air compressor 250 cfm with two leads for
pneumatic cutters/ hammers @ 1 cum per hour
hour 1.000 206.00 206.00
  Tractor-trolley hour 0.400 231.00 92.40
  Joint Cutting Machine with 2-3 blades hour 1.000 300.00 300.00
          598.40
c) Overhead charges @ 10% on (a+b)       66.10
  Rate per Cum = a+b+c       727.10
        Say 727.10
Note The above analysis is for removal of complete pavement. In case full depth repair work is required to be done after dismantling, provision of a concrete cutting and sawing machine may be added for 0.25
hours.
       
30 Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.
Unit = running metre
Taking output = 1 metre
       
a) Labour        
  Mate day 0.006 65.00 0.39
  Mulia unskilled including loading and unloading day 0.150 55.00 8.25
          8.64
b) Machinery        
  Tractor-trolley hour 0.050 231.00 11.55
          11.55
c) Overhead charges @ 10% on (a+b)       2.02
  Rate per metre = a+b+c       22.21
        Say 22.20
31 Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre 
Unit = running metre
Taking output = 1 metre
       
a) Labour        
  Mate day 0.006 65.00 0.39
  Mulia unskilled including loading and unloading day 0.150 55.00 8.25
          8.64
b) Machinery        
  Tractor-trolley hour 0.200 231.00 46.20
          46.20
c) Overhead charges @ 10% on (a+b)       5.48
  Cost for 10m = a+b+c       60.32
  Rate per metre = (a+b+c)/10       6.03
        Say 6.00
32 Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre
Unit = running metre
Taking output = 10 metre
       
a) Labour        
  Mate day 0.009 65.00 0.59
  Mulia unskilled including loading and unloading day 0.225 55.00 12.38
          12.96
b) Machinery        
  Tractor-trolley hour 0.300 231.00 69.30
          69.30
c) Overhead charges @ 10% on (a+b)       8.23
  Cost for 10m = a+b+c       90.49
  Rate per metre = (a+b+c)/10       9.05
        Say 9.10
33 Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.
Unit = Each
Taking output = one KM stone
       
(i) 5th KM stone Quantity of cement concrete = 0.392 cum      
a) Labour        
  Mate day 0.030 65.00 1.95
  Mulia unskilled  day 0.750 55.00 41.25
          43.20
b) Machinery        
  Tractor-trolley hour 0.150 231.00 34.65
          34.65
c) Overhead charges @ 10% on (a+b)       7.79
  Rate for one 5th KM stone = a+b+c       85.64
        Say 85.60
(ii) Ordinary KM Stone
Quantity of cement concrete = 0.269 cum
       
a) Labour        
  Mate day 0.020 65.00 1.30
  Mulia unskilled day 0.500 55.00 27.50
          28.80
b) Machinery        
  Tractor-trolley hour 0.100 231.00 23.10
          23.10
c) Overhead charges @ 10% on (a+b)       5.19
  Rate for one ordinary KM stone = a+b+c       57.09
        Say 57.10
(iii) Hectometre Stone
Quantity of cement concrete = 0.048 cum
       
a) Labour        
  Mate day 0.004 65.00 0.26
  Mulia unskilled day 0.100 55.00 5.50
          5.76
b) Machinery        
  Tractor-trolley hour 0.020 231.00 4.62
          4.62
c) Overhead charges @ 10% on (a+b)       1.04
  Rate for one Hectometre stone = a+b+c       11.42
        Say 11.40
34 Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of
dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately.
Unit = running metre
Taking output = 30 metres
       
a) Labour        
  Mate day 0.150 65.00 9.75
  Mulia unskilled including loading and unloading day 3.000 55.00 165.00
  Blacksmith 2nd class day 0.750 75.00 56.25
          231.00
b) Machinery        
  Tractor-trolley hour 0.150 231.00 34.65
          34.65
c) Overhead charges @ 10% on (a+b)       26.57
  Cost for 30 metres = a+b+c       292.22
  Rate per metre = (a+b+c)/30       9.74
        Say 9.70
35 Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department 
Unit = running metre
Taking output = 10 metres
       
a) Labour        
  Mate day 0.090 65.00 5.85
  Mulia unskilled day 2.000 55.00 110.00
  Plumber 2nd class day 0.250 75.00 18.75
          134.60
b) Machinery        
  Truck 10 tonne capacity hour 0.250 506.00 126.50
  Light Crane 3 tonne capacity hour 0.500 230.00 115.00
          241.50
c) Overhead charges @ 10% on (a+b)       37.61
  Cost for 30 metres = a+b+c       413.71
  Rate per metre = (a+b+c)/10       41.37
        Say 41.40
Note: The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately.        
36 Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.
Unit = running metre
Taking output = 10 metres
       
a) Labour        
  Mate day 0.100 65.00 6.50
  Mulia unskilled day 2.500 55.00 137.50
          144.00
b) Machinery        
  Crane 5 tonne capacity hour 0.300 230.00 69.00
  Truck flat body 10 tonne hour 1.000 506.00 506.00
          575.00
c) Overhead charges @ 10% on (a+b)       71.90
  Cost for 10 metres = a+b+c       790.90
  Rate per metre = (a+b+c)/10       79.09
        Say 79.10
Note: The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately         
  Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately
Unit = each
Taking output = 30 Nos
       
a) Labour        
  Mate day 0.480 65.00 31.20
  Mulia unskilled day 10.000 55.00 550.00
  Electrician/Lineman 2nd class day 2.000 75.00 150.00
          731.20
b) Machinery        
  Tractor-trolley hour 1.500 231.00 346.50
          346.50
c) Overhead charges @ 10% on (a+b)       107.77
  Cost for 30 poles = a+b+c       1185.47
  Rate per pole = (a+b+c)/30       39.52
        Say 39.50
Note: 1, For dismantling works, pre-measurement should be recorded before commencement of the work 2, 10% excess on the above rate will be allowed for the works being executed inside jail premises

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