supply at site depending upon system being followed at particular
locations. These rates should be compared with the rates for own crushing
and carriage by the construction agency.
Item
No. Descriptions Unit Rate (in Rs.)
1.1 Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
cum 135.00
1.2 Loading and Unloading of Boulders by Manual Means cum 160.00
1.3 Loading and Unloading of Cement or Steel by Manual Means and stacking. tonne 229.00
1.4 Cost of Haulage Excluding Loading and Unloading
(i) Surfaced Road tonne.km 6.60
(ii) Unsurfaced Gravelled Road tonne.km 7.90
(iii) Katcha Track and Track in river bed / nallah bed and choe bed. tonne.km 15.90 1.5 Hand Broken Stone Aggregates 63 mm nominal size (Supply of quarried stone, hand
breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm
sieve) and stacking as directed) cum 689.00
1.6 Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone
aggregates of 13.2 mm nominal size.) cum 793.00
1.7 Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size.)
cum 673.00
1.8 Crushing of stone aggregates 40 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size.)
cum 568.00
CHAPTER-1
1 RCD/SOR_8th edition_April 2013
1 RCD/SOR_8th edition_April2013 Sr
No
Ref. to MoRTH
Spec. Description Unit Quantity Rate Rs Cost Rs Remarks
/ Input ref.
1.1 Loading and Unloading of Stone Boulder/ Stone aggregates/Sand/ Kanker/Moorum
cum
Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip
Unit = cum
Taking output = 5.5 cum Time required for
i) Positioning of tipper at loading point 1 Min ii) Loading by front end loader 1 cum bucket capacity
@ 25 cum per hour
13 Min
iii) Maneuvering, reversing, dumping and turning for return
2 Min
iv) Waiting time, unforeseen contingencies etc 4 Min
Total 20 Min
a) Machinery
Tipper 5.5 tonnes capacity hour 0.330 787.00 259.71 P&M-048
Front end-loader 1 cum bucket capacity @ 25 cum/hour hour 0.330 1071.00 353.43 P&M-017
b) Overhead charges @ 0.1 on (a) 61.31
c) Contractor's profit @ 0.1 on (a+b) 67.45
Cost for 5.5 cum = a+b+c 741.90
Rate per cum = (a+b+c)/ 5.5 134.89
Note Unloading will be by tipping. say 135.00
1.2 Loading and Unloading of Boulders by Manual
Means Unit = cum
Taking output = 5.5 cum a) Labour
Mate day 0.110 171.00 18.81 L-12
Mazdoor for loading and unloading day 0.750 157.00 117.75 L-13
b) Machinery
Tipper 5.5 tonne capacity hour 0.750 787.00 590.25 P&M-048
c) Overhead charges @ 0.1 on (a+b) 72.68
d) Contractor's profit @ 0.1 on (a+b+c) 79.95
Cost for5.5 cum = a+b+c+d 879.44
Rate per cum = (a+b+c+d)/5.5 159.90
Note Unloading will be by tipping. say 160.00
1.3 Loading and Unloading of Cement or Steel by
Manual Means and Stacking.
Unit = tonne
Taking output = 10 tonnes a) Labour
Mate day 0.080 171.00 13.68 L-12
Mazdoor for loading and unloading day 2.000 157.00 314.00 L-13
b) Machinery
Truck 10 tonne capacity hour 2.000 782.00 1564.00 P&M-057
c) Overhead charges @ 0.1 on (a+b) 189.17
d) Contractor's profit @ 0.1 on (a+b+c) 208.08
Cost for10 tonnes = a+b+c+d 2288.93
Rate per tonnes = (a+b+c+d)/10 228.89
say 229.00
1.4 Cost of Haulage Excluding Loading and
Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Taking output 10 tonnes load and lead 10 km = 100 t.km
(i) Surfaced Road
Chapter - 1
Spec. Description Unit Quantity Rate Rs Cost Rs Remarks
/ Input ref.
Speed with load : 25 km / hour.
Speed while Returning empty :35 km / hour.
a) Machinery.
Tipper 10 tonne capacity
Time taken for onward haulage with load hour 0.400 787.00 314.80 P&M-048
Time taken for empty return trip. hour 0.290 787.00 228.23 P&M-048
b) Overhead charges @ 0.1 on (a) 54.30
c) Contractor's profit @ 0.1 on (a+b) 59.73
cost for 100 t km = a+b+c 657.07
Rate per t.km = (a+b+c)/100 6.57
say 6.60
1.4 (ii) Unsurfaced Graveled Road Speed with load: 20 km / hour
Speed for empty return trip :30 km / hour a) Machinery
Tipper 10 tonnes capacity
Time taken for onward haulage with load hour 0.500 787.00 393.50 P&M-048
Time taken for empty return trip hour 0.330 787.00 259.71 P&M-048
b) Overhead charges @ 0.1 on (a) 65.32
c) Contractor's profit @ 0.1 on (a+b) 71.85
Cost for 100 t .km = a+b+c 790.38
Rate per t.Km = (a+b+c)/100 7.90
say 7.90
1.4 (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed
Speed with load :10 km / hour
Speed while returning empty:15 km / hour a) Machinery
Tipper 10 tonnes capacity
Time taken for onward haulage hour 1.000 787.00 787.00 P&M-048
Time taken for empty return trip hour 0.670 787.00 527.29 P&M-048
b) Overhead charges @ 0.1 on (a) 131.43
c) Contractor's profit @ 0.1 on (a+b) 144.57
Cost for 100 t .km = a+b+c 1590.29
Rate per t.Km = (a+b+c)/100 15.90
say 15.90
3 RCD/SOR_8th edition_April2013 Sr
No
Ref. to MoRTH
Spec. Description Unit Quantity Rate Rs Cost Rs Remarks
/ Input ref.
1.5 Hand Broken Stone Aggregates 63 mm Nominal Size
Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed Unit = cum
Taking output = 1 cum a) Labour
Mate day 0.060 171.00 10.26 L-12
Mazdoor day 1.500 157.00 235.50 L-13
b) Material
Supply of quarried stone 150 - 200 mm size cum 1.100 294.26 323.69 M-002
c) Overhead charges @ 0.1 on (a+b) 56.94
d) Contractor's profit @ 0.1 on (a+b+c) 62.64
Rate per cum = a+b+c+d 689.03
say 689.00 1.6 Crushing of Stone Aggregates 13.2 mm Nominal
Size
Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13.2 mm nominal size.
Unit = cum
Taking Output = 600 cum at crusher location.
a) Labour
Mate day 0.760 171.00 129.96 L-12
Mazdoor Skilled day 2.000 200.00 400.00 L-15
Mazdoor including breaking of any oversize boulder. day 17.000 157.00 2669.00 L-13 b) Material
Stone Boulder of size 150 mm and below cum 800.000 294.26 235408.00 M-001 c) Machinery
Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens
Hour 6.000 23050.00 138300.00 P&M-028
Front end loader 1 cum bucket capacity Hour 20.000 1071.00 21420.00 P&M-017
Tipper 5.5 cum capacity Hour 20.000 787.00 15740.00 P&M-048
d) Overhead charges @ 0.1 on (a+b+c) 41406.70
e) Contractor's profit @ 0.1 on (a+b+c+d) 45547.37
Cost for 600 cum = (a+b+c+d+e)x0.95 475969.97
Rate per cum = (a+b+c+d+e) * 0.95 / 600 793.28
say 793.00 Note 1. 800 cum of stone boulders are needed to get 600 cum of
stone chips of size 13.2 mm.
2. 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5 per cent to the production of stone dust which comes out as a by-product.
3. The integrated stone crusher includes primary and secondary crushing units.
1.7 Crushing of Stone Aggregates 20 mm Nominal Size
Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size.
Chapter - 1
Spec. Description Unit Quantity Rate Rs Cost Rs Remarks
/ Input ref.
Unit = cum
Taking Output = 670 cum at crusher location.
a) Labour
Mate day 0.760 171.00 129.96 L-12
Mazdoor Skilled day 2.000 200.00 400.00 L-15
Mazdoor including breaking of any size boulder. day 17.000 157.00 2669.00 L-13 b) Material
Stone Boulder of size 150 mm and below cum 800.000 294.26 235408.00 M-001 c) Machinery
Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens
Hour 6.000 23050.00 138300.00 P&M-028
Front end loader 1 cum bucket capacity Hour 20.000 1071.00 21420.00 P&M-017
Tipper 5.5 cum capacity Hour 20.000 787.00 15740.00 P&M-048
d) Overhead charges @ 0.1 on (a+b+c) 41406.70
e) Contractor's profit @ 0.1 on (a+b+c+d) 45547.37
Cost for 670 cum = (a+b+c+d+e)x0.90 450918.92
Rate per cum = (a+b+c+d+e) * 0.90 / 670 673.01
say 673.00 Note 1. 800 cum of stone boulders are needed to get 600 cum of
stone chips of size 20 and 40 mm.
2. 90 per cent of above cost will be attributed to the production of 670 cum of stone aggregates of 20mm size and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as a by-product.
3. The integrated stone crusher includes primary and secondary crushing units.
1.8 Crushing of Stone Aggregates 40 mm Nominal Size
Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size.
Unit = cum
Taking Output = 750 cum at crusher location.
a) Labour
Mate day 0.760 171.00 129.96 L-12
Mazdoor Skilled day 2.000 200.00 400.00 L-15
Mazdoor day 17.000 157.00 2669.00 L-13
b) Material
Stone Boulder of size 150 mm and below cum 800.000 294.26 235408.00 M-001 c) Machinery
Integrated stone crusher of 200 TPH including belt
conveyor and vibrating screens Hour 6.000 23050.00 138300.00 P&M-028
Front end loader 1 cum bucket capacity Hour 20.000 1071.00 21420.00 P&M-017
Tipper 5.5 cum capacity Hour 20.000 787.00 15740.00 P&M-048
d) Overhead charges @ 0.1 on (a+b+c) 41406.70
e) Contractor's profit @ 0.1 on (a+b+c+d) 45547.37
Cost for 750 cum = (a+b+c+d+e)x0.85 425867.87
Rate per cum = (a+b+c+d+e)x0.85/750 567.82
say 568.00 Note 1. 800 cum of stone boulders are needed to get 600 cum of
stone chips of size 13.2 mm.
2. 85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as a by-product.
3. The integrated stone crusher includes primary and secondary crushing units.