R.C.C WORK



R.C.C WORK (ANALYSIS OF RATES -2006)
Sl. No Description Qunatity Required Unit Rate
Rs.            P
Amount
Rs.             P
Remarks
(1) (2) (3) (4) (5) (6) (7)
1 Cement concrete (1:2:4) with 12mm size          
  broken hard granite chips for R.C.C. works          
  including hoisting and laying per 1 cum          
  (To be used for minor repair work only)          
a) Cement concrete with 12mm size hard broken        
  granite chips (rate as per item7 of concrete) 1.00cum cum   1863.08  
b)  Overhead Charges @ 10 % on (a)       186.31  
  Total (a+b)       2049.39  
          Say 2049.40/cum  
2 Cement concrete (1:11/2:3) with 12mm size          
  broken hard granite chips for R.C.C. works          
  including hoisting and lying per 1cum          
  (To be used for minor repair work only)          
a)  Materials          
  Hand broken granite chips 12mm size 0.90 cum cum 494.00 444.60  
  Sand (screened & washed) 0.45 cum cum 29.00 13.05  
  Cement 0.30 cum cum      
    4.29 qntl. Quintal 341.00 1462.89  
b)  Labour          
  Mason 2nd class 0.68 no Each 75.00 51.00  
  Man Mulia 1.8 nos Each 55.00 99.00  
  Women mulia 1.4 nos Each 55.00 77.00  
  Man mulia for mixing stone, sand and          
  cement and getting water 1.4 nos Each 55.00 77.00  
c) Overhead Charges @ 10 % on (a+b)       222.45  
  Total (a+b+c)       2446.99  
          Say 2447.00/cum  
3 R.C.C. work of M-15 grade with 20mm and          
  down grade black hard granite          
  (crusherbroken) stone chips including          
  hoisting and laying Data for 1 cum          
a) Material          
  20mm size chips 0.54 cum cum 638.00 344.52  
  10mm size chips 0.36 cum cum 671.00 241.56  
  coarse sand (screened and washed 0.45 cum cum 29.00 13.05  
  Cement 2.80 qntl. Quintal 341.00 954.80  
b)  Labour          
  Mate 0.06 no Each 65.00 3.90  
  Mason 2nd class 0.10 no Each 75.00 7.50  
  Man Mulia 1.33 nos Each 55.00 73.15  
c) Machinery          
  Concrete mixer 0.40 hour Hour 161.00 64.40  
  Generator 33 KVA 0.40 hour Hour 240.00 96.00  
d) Overhead Charges @ 10 % on (a+b+c)       179.89  
  Total (a+b+c+d)       1978.77  
          Say 1978.80 / cum  
4 R.C.C. work of M-20 grade with 20mm and          
  down grade black hard granite          
  (crusherbroken) stone chips including          
  hoisting and laying          
  Data for 15 cum          
a)  Material          
  20 mm size chips 8.10 cum cum 638.00 5167.80  
  10mm size chips 5.40 cum cum 671.00 3623.40  
  coarse sand (screened and washed) 6.75 cum cum 29.00 195.75  
  Cement 5.21 MT MT 3410.00 17766.10  
b)  Labour          
  Mate 0.86 no Each 65.00 55.90  
  Mason 2nd class 1.50 nos Each 75.00 112.50  
  Man Mulia 20.00 nos Each 55.00 1100.00  
c) Machinery          
  Concrete mixer(cap. 0.40/0.28 cum) 6.00 hour hour 161.00 966.00  
  Generator 33 KVA 6.00 hour hour 240.00 1440.00  
d) Overhead Charges @ 10 % on (a+b+c)       3042.75  
  Cost of 15 cum = (a+b+c+d) =       33470.20  
  Rate per cum=(a+b+c+d)/15       2231.35  
          Say 2231.30/cum  
5 R.C.C. work of M-25 grade with 20mm and          
  down grade black hard granite          
  (crusherbroken) stone chips including          
  hoisting and laying          
  Data for 15 cum          
a) Material          
  20 mm size chips 8.10 cum cum 638.00 5167.80  
  10mm size chips 5.40 cum cum 671.00 3623.40  
  coarse sand (screened and washed) 6.75 cum cum 29.00 195.75  
  Cement 6.05 MT MT 3410.00 20630.50  
b)  Labour          
  Mate 0.86 no each 65.00 55.90  
  Mason 2nd class 1.50 nos each 75.00 112.50  
  Man Mulia 20.00 nos each 55.00 1100.00  
c) Machinery          
  Concrete mixer(cap. 0.40/0.28 cum) 6.00 hour hour 161.00 966.00  
  Generator 33 KVA 6.00 hour hour 240.00 1440.00  
d) Overhead Charges @ 10 % on (a+b+c)       3329.19  
  Cost of 15 cum = (a+b+c+d) =       Say 36621.04 / cum  
  Rate per cum=(a+b+c+d)/15       2441.40  
          Say 2441.40 / cum  
6 R.C.C. work of M-30 grade with 20mm and
down grade black hard granite (crusherbroken) stone chips including hoisting and laying Data for 15 cum
         
a) Material          
  20 mm size chips 8.10 cum cum 638.00 5167.80  
  10mm size chips 5.40 cum cum 671.00 3623.40  
  coarse sand (screened and washed) 6.75 cum cum 29.00 195.75  
  Cement 6.10 MT MT 3410.00 20801.00  
b)  Labour          
  Mate 0.86 no Each 65.00 55.90  
  Mason 2nd class 1.50 nos Each 75.00 112.50  
  Man Mulia 20.00 nos Each 55.00 1100.00  
c) Machinery          
  Concrete mixer(cap. 0.40/0.28 cum) 6.00 hour hour 161.00 966.00  
  Generator 33 KVA 6.00 hour hour 240.00 1440.00  
d) Overhead Charges @ 10 % on (a+b+c)       3346.24  
  Cost of 15 cum = (a+b+c+d) =       Say 36808.59/cum  
  Rate per cum=(a+b+c+d)/15       2453.91  
          Say 2453.90 / cum  
7 R.C.C. work of M-35 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying Data for 15 cum          
a) Material          
  20 mm size chips 8.10 cum cum 638.00 5167.80  
  10mm size chips 5.40 cum cum 671.00 3623.40  
  coarse sand (screened and washed) 6.75 cum cum 29.00 195.75  
  Cement 6.33 MT MT 3410.00 21585.30  
b)  Labour          
  Mate 0.86 no Each 65.00 55.90  
  Mason 2nd class 1.50 nos Each 75.00 112.50  
  Man Mulia 20.00 nos Each 55.00 1100.00  
c) Machinery          
  Concrete mixer(cap. 0.40/0.28 cum) 6.00 hour hour 161.00 966.00  
  Generator 33 KVA 6.00 hour hour 240.00 1440.00  
d) Overhead Charges @ 10 % on (a+b+c)       3424.67  
  Cost of 15 cum = (a+b+c+d) =       Say 37671.32/cum  
  Rate per cum=(a+b+c+d)/15       2511.42  
          Say 2511.40/cum  
8 R.C.C. work of M-40 grade with 20mm and down grade black hard granite (crusherbroken) stone chips  including hoisting and laying
Using concrete mixer.
Unit = 1 cum
Taking output = 15 cum
         
a) Material          
  Cement 6.45 MT MT 3410.00 21994.50  
  coarse sand  6.75 cum cum 29.00 195.75  
  20 mm Aggregate 8.10 cum cum 638.00 5167.80  
  10mm size chips 5.40 cum cum 671.00 3623.40  
  Admixture @ 0.4 per cent of cement 25.80 kg kg 40.00 1032.00  
b)  Labour          
  Mate 0.96 no each 65.00 62.40  
  Mason 2nd class 2.00 nos each 75.00 150.00  
  Mulia unskilled 22.00 nos each 55.00 1210.00  
c) Machinery          
  Concrete mixer(cap. 0.40/0.28 cum) 6.00 hour hour 161.00 966.00  
  Generator 33 KVA 6.00 hour hour 240.00 1440.00  
d) Overhead Charges @ 10 % on (a+b+c)       3584.19  
  Cost of 15 cum = (a+b+c+d) =       Say 39426.04 / cum  
  Rate per cum=(a+b+c+d)/15       2628.40  
          Say 2628.40 / cum  
9 (A) Supplying ,fitting and placing uncoated
HYSD bar reinforcement complete as per
drawing and technical specification.
Unit - 1 MT
Taking Output = 1 MT
         
a) Material          
  HYSD bars including 5 percent overlaps and wastage 1.05 MT MT 28817.00 30257.85  
  Binding wire 8.00 kg kg 39.00 312.00  
b)  Labour          
  Labour for cutting ,bending, shifting to site,          
  tying and placing in position          
  Mate 0.44 no each 65.00 28.60  
  Blacksmith (special) 3.00 nos each 85.00 255.00  
  Man mulia 8.00 nos each 55.00 440.00  
c) Overhead Charges @ 10 % on (a+b)       3129.35  
  Total (a+b+c)       34422.80  
  Rate per MT       Say 34422.80  
  Rate per 1 Quintal       Rs. 3442.28  
          Say 3442.30  
  B) Extra for welding higher diameter rods   each cm   5.00  
10 Rigid and smooth centering and shuttering for R.C.C. works including false works and
dismantling them after casting including cost
of materials complete in ground floor
i) R.C.C. floor and roof slabs, landings,
balconies, projecting sun shades and chajjas
upt 4.3m height Details for 9 sqm.
         
a) Materials          
  Non sal wood scantling 0.112 cum cum 14548.00 1629.38  
  planks 38mm 0.34 cum cum 14548.00 4946.32  
  120mm dia sal bullah 56.00 Mtr Mtr 69.00 3864.00  
  Carriage of wood 1.142 cum cum 72.00 82.22  
  Total       10521.92  
  Considering 10 times use of the materials, for
use once
      1052.19  
b)  Labour          
  Carpenter (second class) 2.75 nos each 75.00 206.25  
  semi-skilled mulia 2.75 nos each 65.00 178.75  
c) Overhead Charges @ 10 % on (a+b)       143.72  
  Total (a+b+c)       1580.91  
  Rate per 1 Sqm = (a+b+c)/9 =       175.66  
          Say 175.70 / sqm  
  ii)(a) For each additional height of 0.3m over
initial height of 4.3m in ground floor and extra upto a height of 5.5m
1sqm     5.00  
  (b) For each additional height of 0.3m add
extra over 5.5m
1sqm     8.00  
  iii) R.C.C. stairs excluding landing but
including railing details for 5 Sqm
         
a) Materials          
  Non sal wood 38mm thick planks 0.228 cum cum 14548.00 3316.94  
  Non sal wood scantling 0.039 cum cum 14548.00 567.37  
  120mm dia non sal bullah 6.5 Mtr 1 Mtr 52.00 338.00  
  Carriage of wood 0.35 cum cum 72.00 25.20  
  Total       4247.51  
  Considering 10times use of the materials, for use once       424.75  
b)  Labour          
  Carpenter (second class) 2.75 nos each 75.00 206.25  
  semi-skilled mulia 2.75 nos each 65.00 178.75  
c) Overhead Charges @ 10 % on (a+b)       80.98  
  Total (a+b+c)       890.73  
  Rate per 1 Sqm = (a+b+c)/5 =       178.15  
          Say 178.10/sqm  
  iv) R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc details for 10 Sqm          
a) Materials          
  25mm thick non sal planks 0.267 cum cum 14548.00 3884.32  
  Non-sal bullah 80mm dia for strutting 12.60 mtr mtr 33.00 415.80  
  Carriage of wood 0.3284 cum cum 72.00 23.64  
  Total       4323.76  
  Considering 10times use of the materials, for
use once
      432.38  
b)  Labour          
  carpenter (second class) 0.50 no each 75.00 37.50  
  semiskilled mulia 0.50 no each 65.00 32.50  
c) Overhead Charges @ 10 % on (a+b)       50.24  
  Total (a+b+c)       552.62  
  Rate for 1sqm =(a+b+c)/10=       55.26  
          Say 55.30/sqm  
  v) R.C.C. beams, column, grider and bressmer, etc. Data for 4.2sqm          
a) Materials          
  38mm thick non sal planks 0.218 cum cum 14548.00 3171.46  
  120mm dia sal bullah 15.20 mtr mtr 69.00 1048.80  
  80mm dia sal bullah for bracing 8.00 mtr mtr 69.00 552.00  
  Carriage of wood 0.456 cum cum 72.00 32.83  
  Total       4805.09  
  Considering 10 times use of the materials, for use once       480.51  
b)  Labour          
  carpenter (second class) 2.75 nos each 75.00 206.25  
  semiskilled mulia 2.75 nos each 65.00 178.75  
c) Overhead Charges @ 10 % on (a+b)       86.55  
  Total (a+b+c)       952.06  
  Rate for 1sqm =(a+b+c)/4.20=       226.68  
          Say 226.70/sqm  
  vi) R.C.C. Lintels Data for 7.8 sqm          
a) Materials          
  38mm thick non sal planks 0.413 cum cum 14548.00 6008.32  
  120mm dia non sal bullah 21 mtr mtr 52.00 1092.00  
  Carriage of wood 0.689 cum cum 72.00 49.61  
  Total       7149.93  
  Considering 10 times use of the materials, for use once       714.99  
b)  Labour          
  carpenter (second class) 1.25 nos each 75.00 93.75  
  semiskilled mulia 1.25 nos each 65.00 81.25  
c) Overhead Charges @ 10 % on (a+b)       89.00  
  Total (a+b+c)       978.99  
  Rate for 1sqm =(a+b+c)/7.80=       125.51  
          Say 125.50/sqm  
  vii) R.C.C. walls and fins including attached
pillasters Data for 23.90 sqm
         
a) Materials          
  38mm thick non sal planks 0.954 cum cum 14548.00 13878.79  
  120mm dia sal bullah 0.269 cum cum 14548.00 3913.41  
  80mm dia sal bullah for bracing 100.8 cum cum 52.00 5241.60  
  Carriage of wood 2.461 cum cum 72.00 177.19  
  Total       23210.99  
  Considering 10 times use of the materials, for use once       2321.10  
b)  Labour          
  carpenter (second class) 13.5 nos each 75.00 1012.50  
  semiskilled mulia 13.5 nos each 65.00 877.50  
c) Overhead Charges @ 10 % on (a+b)       421.11  
  Total (a+b+c)       4632.21  
  Rate for 1sqm =(a+b+c)/23.90=       193.82  
          Say 193.80/sqm  
  viii) Double stage centering and shuttering for roof slabs Balconies and projections above 3.60mand upto 7.20m heights Data for 9.30 sqm          
a) Materials          
  38mm thick non sal planks  0.7068 cum cum 14548.00 10282.53  
  120mm dia sal bullah 112.00 mtr mtr 69.00 7728.00  
  80mm non sal bullah 24.38 mtr mtr 33.00 804.54  
  Non-sal wood scanting 25mm 0.2438 cum cum 14548.00 3546.80  
  Carriage of wood 2.339 cum cum 72.00 168.41  
          22530.28  
  Considering 10 times use of the materials, for use once       2253.03  
b)  Labour          
  carpenter (second class) 6.05 nos each 75.00 453.75  
  semiskilled mulia 6.05 nos each 65.00 393.25  
c) Overhead Charges @ 10 % on (a+b)       310.00  
  Total (a+b+c)       3410.03  
  Rate for 1sqm =(a+b+c)/9.30=       366.67  
          Say 366.70/sqm  
  ix) Tripple stage c entering and shuttering for roof slabs balconies and projection above
7.20m and upto 10.80m heights Data for 9.30 sqm
         
a) Materials          
  38mm thick non sal planks  1.0602 cum cum 14548.00 15423.79  
  120mm dia sal bullah 168.00 mtr mtr 69.00 11592.00  
  80mm non sal bullah 36.57 mtr mtr 33.00 1206.81  
  Non-sal wood scanting 25mm 0.3657 cum cum 14548.00 5320.20  
  Carriage of wood 3.5086 cum cum 72.00 252.62  
  TOTAL       33795.42  
  Considering 10 times use of the materials, for use once       3379.54  
b)  Labour          
  carpenter (second class) 10 nos each 75.00 750.00  
  semiskilled mulia 10 nos each 65.00 650.00  
c) Overhead Charges @ 10 % on (a+b)       477.95  
  Total (a+b+c)       5257.50  
  Rate for 1sqm =(a+b+c)/9.30=       565.32  
          Say 565.30/sqm  
  x) Centering and shuttering for shell roof
1) upto 5.50m height Details for 9.30sqm
         
a) Materials          
  Non-sal wood 38mm Planks 0.353 cum cum 14548.00 5135.44  
  120mm dia sal bullah 110 cum cum 69.00 7590.00  
  80mm non sal bullah 15.23 mtr mtr 33.00 502.59  
  Non-sal wood scanting 25mm 0.2258 cum cum 14548.00 3284.94  
  Carriage of wood 1.8987 cum cum 72.00 136.71  
        Total 16649.68  
  Considering 10 times use of the materials, for use once       1664.97  
b)  Labour          
  carpenter (second class) 4.12 nos each 75.00 309.00  
  semiskilled mulia 4.12 nos each 65.00 267.80  
c) Overhead Charges @ 10 % on (a+b)       224.18  
  Total (a+b+c)       2465.95  
  Rate for 1sqm =(a+b+c)/9.3=       265.16  
          Say 265.20 / sqm  
  2) For each additional height of 0.30m over
5.50m and upto 7.5m height Details for 9.30sqm
         
a) Materials          
  120mm dia sal bullah 4.80 mtr mtr 69.00 331.20  
  Carriage of wood 0.054 cum cum 72.00 3.89  
        Total 335.09  
  Considering 10 times use of the materials, for use once       33.51  
b)  Labour          
  carpenter (second class) 0.225 no each 75.00 16.88  
  semiskilled mulia 0.225 no each 65.00 14.63  
c) Overhead Charges @ 10 % on (a+b)       6.50  
  Total (a+b+c)       71.52  
  Rate for 1sqm =(a+b+c)/9.30=       7.69  
          Say 7.70 / sqm  
  xi) Centering and shuttering for slope roof upto 3.60m Details for 9.30sqm          
a) Materials          
  Non-sal wood 38mm Planks 0.394 cum cum 14548.00 5731.91  
  120mm dia sal bullah 73.17 mtr mtr 69.00 5048.73  
  80mm non sal bullah 14.02 mtr mtr 33.00 462.66  
  Non-sal wood scanting 25mm 0.0701 cum cum 14548.00 1019.81  
  Carriage of wood 1.3612 cum cum 72.00 98.01  
        Total 12361.12  
  Considering 10 times use of the materials, for use once       1236.11  
b)  Labour          
  carpenter (second class) 3.43 nos each 75.00 257.25  
  semiskilled mulia 3.43 nos each 65.00 222.95  
c) Overhead Charges @ 10 % on (a+b)       171.63  
  Total (a+b+c)       1887.94  
  Rate for 1sqm =(a+b+c)/9.30=     Total 203.00  
          Say 203.00/sqm  
  xii) R.C.C. Work in slab for culverts and
Bridges upto 8M span.
         
  a) Upto 4M height Rate as per item 10(i)        175.70  
  Add 20% extra for the strong Posts and
bracing
      35.14  
        Total 210.84  
          Say 210.80/sqm  
  b) Above 4m and upto 8m height rate as
calculated in item(a)
      210.80  
  Add 25% extra for the strong Posts and
bracing
      52.70  
        Total 263.50  
          Say 263.50/sqm  
  c) Above 8m and upto 13m height
Rate as calculated above
      263.50  
  Add 40% extra for strong posts or bracings       105.40  
          368.90  
          Say 368.90 / sqm  
  (xiii) a) R.C.C. beams for bridges upto 15m
span and height upto 5m 
         
  Rate for the beams as per item 10(v)       226.70  
  Add 25% extra for strong posts       56.68  
        Total 283.38  
          Say 283.40 / sqm  
  b) R.C.C. beams for bridges upto 15m span
and height above 5m and upto 8m
         
  Rate as calculated in item (a)       283.40  
  Add 20% extra for strong posts       56.68  
        Total 340.08  
          Say 340.10 / sqm  
  c) R.C.C. beams for bridges upto 15m span
and height above 8m and upto 13m
         
  Rate as calculated in item (b)       340.10  
  Add 25% extra for strong posts       85.03  
        Total 425.13  
          Say 425.10 / sqm  
  (xiv) a) R.C.C. beams for bridges above 15m
span upto 5m height
         
  Rate as calculated in item xiii(a)       283.40  
  Add 50% extra for strong posts       141.70  
        Total 425.10  
          Say 425.10 / sqm  
  b) R.C.C. beam for bridge above 15m span
above 5m height and upto 8m height
         
  Rate as calculated in item (a)       425.10  
  Add 20% extra for strong posts       85.02  
        Total 510.12  
          Say 510.10 / sqm  
  c) R.C.C. beam for bridge above 15m span
above 8m height and upto 13m height
         
  Rate as calculated in item (b)       510.10  
  Add 10% extra for strong posts       51.01  
        Total 561.11  
          Say 561.10 / sqm  
  xv)a) R.C.C. slabs for culverts and bridge
above 8m span and upto5m height
         
  Rate as calculated in item xii (a)       210.80  
  Add 30% extra for strong posts       63.24  
        Total 274.04  
             
  b) R.C.C. slabs for culverts and bridge above
8m span and above 5m height and upto 8m.
         
  Rate as calculated in item (a)       274.00  
  Add 25% extra for strong posts       68.50  
        Total 342.50  
          Say 342.50 / sqm  
  c) R.C.C. slabs for culverts and bridge above
8m span and above 8m height upto 13m.height
         
  Rate as calculated in item (b)       342.50  
  Add 40% extra for strong posts       137.00  
        Total 479.50  
          Say 479.50 / sqm  
11 Rigid and smooth centering and shuttering at
all heights of trough and road slab of
aqueduct bridges, deck slab and soffit slabs
using required nos of pylons for vertical
supports of scaffolding centering and
shuttering with joists, N.G. rails and channels
and shutering plates including welding,
bolting,cost, conveyance , royalty and all
other taxes of all materials and cost of
scaffolding gangway etc. including cost of
conveyance of dismantling and disposing
debris clear of work site complete to receive
reinforcement grills and concrete as per
requirement as directed by Engineer-in-
Charge
1 Cost of one pylon
         
  Angle 65×65×6mm
4×1.50×6.00m (vertical member)
2×4.00×0.7-5.60 (cross member)
Total 1.60m @ 5.8kg/meter = 67.28kg
         
  67.28kg or 0.06728M ton
25mm M.S. Rod
4.00×4=16.00m@3.85Kg/Meter
61.60 kg or 0.0616 Mton
0.06728 MT MT 30640.00 2061.46  
  Weilding charges
4×260mm= 1040mm
4×6×50 = 1200mm
2240mm
0.0616 MT MT 28580.00 1760.53  
  or 224cm @ Rs 5.00/cm
Market rate
224.00 cm cm 5.00 1120.00  
        Total 4941.99  
  Hire charges of one pylon for single use
considering one pylon can be used 36 times 
4941.99/36   137.28  
  Cost of materials (Rate as per actual)
From bottom slabs and side beam (for one
span)
         
  a) ISMB 250 on top of pylon 2 rows
2×6.00 = 12.00m @ 37.30kg/meter
    447.6 kg    
  ISMB300 on 9 rows2 Nos. in each row
18×5.5 = 99m @ 44.2kg/m
    4375.8    
        4823.4 kg    
        or 4.823 Mton    
  a) 4.823 M.ton @ Rs. 30770.00/M.Ton 4.823 MT MT 30770.00 148403.71  
  b) Channel 125 × 65mm
Side shuttering 20 × 2.52 = 50.40m.
Inside shuttering 20 × 1.885 = 37.70m
         
  Total 88.1 m @ 13.1 kg/m 1.154 MT MT 30770.00 35508.58  
  c) M.S.Plate
(i) Botton slab = 66
(ii) side = 98
Total 164 nos
164 nos nos 1500.00 246000.00  
        Total  429912.29  
  B. Top slab in 2nd operation          
  a) Bottom as per 1A (a)       148403.71  
  shuttering plates as per item 1A© ( i) 66No 66 nos nos 1500 99000  
        Total  247403.71  
  b) Top ISMB 250= 5 × 4.7 = 23.5Mtr. @
37.30kg/M.tr
876.55Kg or 0.87655 M.Ton @
30770.00/M.Ton
0.87655 MT MT 30770.00 26971.44  
  c) N.G. Rails 81No. X 6.00 = 486M @10kg/M 4.86 MT MT 28580.00 138898.8  
  d) Top plates 54 Nos. 54 nos nos 1500.00 81000.00  
        Total  494273.95  
  Labour charges for one span (Bottom slab &
beam)
         
  2 Labour charges for fixing pylon including
welding for keeping rigid
a) for errection (as per observation)
         
  Highly skilled mulias 6 No. × 2days = 12days 12 nos each 85.00 1020.00  
  skilled mulia 8 No. × 2days = 16days conveying staking at site 16 nos each 75.00 1200.00  
  skilled mulia 6 No. × 2days = 12days 12 nos each 75.00 900.00  
  Welding MS Rods on both sides 2 Nos. in
each side
2×4×25cm = 200cm @ Rs. 5.00/cm (Market
rate)
200 cm cm 5.00 1000.00  
        Total  4120.00  
  b) Hoisting joists and placing in position 4.83
ton (as per item no 1 of Iron Works)
Carrying from store to site
4.83 MT MT 1639.00 7916.37  
  skilled mulia5 Nos. × 2 days = 10days @ Rs.
75.00
10 nos each 75.00 750.00  
  Mulia 5 Nos. × 2 days = 10days @ Rs. 55.00 10 nos each 55.00 550.00  
        Total  9216.37  
  c) Hoisting and laying shuttering plates Sangi
mulia for carying from stock yard to site
10Nos.
10 nos each 65.00 650.00  
  For taking to Top 10 Nos. 10 nos each 65.00 650.00  
  For laying 10Nos. 10 nos each 65.00 650.00  
        Total  1950.00  
  Welding side shuttering plates to keep rigidly
2×2×11×5 = 220cm
220 cm cm 5.00 1100.00  
        Total  3050.00  
  d) Side shuttering and fixing with wielding
etc.
Outside 2×11.2×2.52 = 56.45sqm
Inside 2×11.2 × 1.88 = 42.11Sqm
Total =98.56 sqm
98.56sqm
98.56 sqm sqm 35.00 3449.60  
  Weilding to keep rigid outside
2×40×4cm=320cm.
2×30×4cm.=240cm.
Total =560 cm
560 cm cm 5.00 2800.00  
        Total (d)  6249.60  
        Total (a+b+c+d) 22635.97  
  Greasing the plates 10 mulias for 1day=
10Nos.@ Rs.55.00 per each
10 nos each 55.00 550.00  
  Cost of white grease 10 kg. 10 kg kg 100.00 1000.00  
          24185.97  
  25% overhead charges on labour as per
O.C.C.
      4571.49  
  [24185.97-
(1000.00+1100.00+2800.00+1000.00)]x1/4
      28757.46  
  I) Hire charges of pylon 40Nos. 40 nos no 137.28 5491.20  
  Cost of material taking 36 time use =
429912.29/36
      11942.01  
        Total  46190.67  
  Rate per Sqm. = 46190.67/154.56       298.85  
  For top in second operation          
  a) Laying ISMB 876.55 kg kg      
  N.G. Rails 4860 kg kg      
  Total 5736.55 kg kg      
    5.73655 MT MT 1639.00 9402.21  
  Carrying to top 7 Sangi mulia for 1 day 7 nos each 65.00 455.00  
        Total (a) 9857.21  
  b) Laying shuttering plates including carriage
Sangi mulia 15Nos.
15 nos each 65.00 975.00  
  For taking to top Sangi mulia 15Nos.  15 nos each 65.00 975.00  
  Each 15 nos each 65.00 975.00  
        Total (b) 2925.00  
  c) Weilding side - 2×11×5 = 110cm. @ Rs.
5.00/cm.
110 cm cm 5.00 550.00  
  d) Laying pylon including carrying and taking
to top by rope etc.
         
  Highly skilled mulia 6Nos. for one day 6 nos each 85.00 510.00  
  Skilled mulia 8Nos. For one
day=8Nos.@Rs.75.00 pereach
8 nos each 75.00 600.00  
        Total (d) 1110.00  
  e) Removing materials Top pylon
Skilled mulia 6Nos. for 2days = 12Nos. @
75.00 / day
         
  Top joist and NG. Rails skilled mulias 4Nos.
For 2days=
12 nos each 75.00 900.00  
  Top shuttering plates skilled mulia 4Nos. For
2days =
8 nos each 75.00 600.00  
  Mulias 10Nos. for 2days = 20Nos. @ 55.00 /
day
8 nos each 75.00 600.00  
  Bottom slab plates 20 nos each 55.00 1100.00  
  Skilled mulia 4Nos. for 2days = 8Nos. 8 nos each 75.00 600.00  
  Mulias 8Nos. for 2days = 16Nos. 16 nos each 55.00 880.00  
  Bottom joists and Pylon and side shuttering
plates
         
  Skilled mulia 10Nos. for 2days = 20Nos. 20 nos each 75.00 1500.00  
  Mulias 10Nos. for 2days = 20Nos. 20 nos each 55.00 1100.00  
        Total (e)  7280.00  
        Total (a+b+c+d+e) 21722.21  
  Add overhead charges as per OCC 25% on
labour items=(21722.21-550.00) x 1/4
      5293.05  
        Total  27015.26  
  f) Hire charges of pylon 55Nos. @ Rs. 137.28
per each
55 nos each 137.28 7550.40  
  g) Hire charge of departmental materials
ISMB, channel,NG Rails
Shuttering plates (items 11B) using 36 times
= 494273.95/36
      13729.83  
        Total  48295.49  
  Taking 36 times of use Rate per Sqm. =
48295.49/36
      1341.54  
  Total cost = 46190.67+48295.49       94486.16  
  Rate per Sqm. = 94486.16/213.9       441.73  
          Say 441.70 / sqm  
12 Hoisting and placing in position of steel
girder trusses, centering and shuttering with
steel shutter N.G. rails wooden shuttering
plates, welding etc, complete for R.C.C. work
in Well/ Grider of bridge including cost,
conveyance, royalty of all materials and
dismantling them after casting and disposing
of the useful materials away from site
complete in all respect as per direction of
Engineer-in -charge.
{Hoisting materials, steel shutter plates, N.G.
rails etc, are to be supplied by department for
which no hire charges will be recovered} {Labour rates are inclusive of paid holiday}.
Rate per Sqm.
         
(A)  Cost of staging including labour          
  Cost of staging including labour
a) Excavation of anchor pits for derricks after
refilling the pits after the refilling
anchorage including watering for settlement.
12Nos. of labour for 1 pit for 5Nos. of pit =
60 Nos. labour for 2 days
120 nos each 55.00 6600.00  
  b) Cost of 10Nos. Of sleepers of size and
carriage (0.22×0.80×3)=0.528Cum.
0.528 cum cum 25934.00 13693.15  
  Outturn 10 pits (5pits in each side)
Excavation 10×3.00×3.00×3.50=315 Cum
         
  Refilling after compaction the same =315
Cum.
         
  Labour for making and providing erecting of
deriks Labour
         
  I. 2 Nos. of Riggers (Highly skilled for 2 days
at the rate
4 nos each 85.00 340.00  
  ii. 15 Nos. of skilled labour for 2 days at the
rate of Rs. 72.50
30 nos each 75.00 2250.00  
  iii. Cost of wooden deriks at the rate of Rs.
1500 for 2 dericks
2 nos each 1500.00 3000.00  
  iv. Cost of 2 paid pipes dericks at the rate of
1200
2 nos each 1200.00 2400.00  
          28283.15  
  Total for 6 Nos. of span Rs.       28,283.15  
  For one span = 28,283.15     4713.86  
  i Labour charges for launching & placing
trusses and N.G. Rails about 150 quintals. 2 No. of Rigger at the rate of Rs. 85.00 per each for 2 days
4 nos each 85.00 340  
  ii High skilled labour 25nos of launching of 2
Nos. trusses for 2 days at the rate of 85.00
50 nos each 85.00 4250  
  iii Placing of N.G. rails over trusses for one
day skilled labour engaged 15 nos
15 nos each 75.00 1125  
  iv. Labour charges for delaunching trusses
and N.G. rails for 2 days total 15 nos of
skilled labour
30 nos each 75.00 2250  
  Total 2 Nos. of high skilled labour at the rate
of Carriage of N.G. rails and shifting of
subsequent spans 20Nos. Skilled labour for a
day
2 nos each 85.00 170  
  Welding of N.G. rails about 500 joints for 3
days
Welder 3 nos. for 3 days at the rate of Rs.
85.00/each/day
20 nos each 75.00 1500  
  6 Nos. for 3 days at the rate of Rs.
65.00/each/day
9 nos each 85.00 765  
  Welding rods 15 Pkts at the rate of Rs.300/per
Pkt
18 nos each 65.00 1170  
  Diesel welding machine for 6 hr/day=18
hours at the of 
15 pkt pkt 300.00 4500  
  Manila rope etc. for one span 18 hour hour 60.00 1080  
  Total for 164.50sqm       22,363.86  
  For 1Sqm.       135.95  
B Cost of centering and shuttering for one span          
  a) Cost and carriage of sal wood
(10cm×7.5cm) scantling
1.403 cum cum 25934.00 36385.40  
  b) Cost and carriage of sal wood planks
2.29cum @ 25,698/cum
2.29 cum cum 25698.00 58848.42  
  @ Rs. 69.00 450 mtr. mtr 69.00 31050.00  
        Total  126283.82  
  The set will be utilised for 3 times
For one time
      42094.61  
  d) Cost bolts, nuts, nuts, washers, 20kg @
49.00 Butt washer 10kg, @ Rs. 49.00/kg Nails
20 Kg
10 Kg
40 Kg
8 Pkt
8 hour
Kg
Kg
Kg
pkt
hour
49.00
49.00
37.00
300.00
60.00
980.00
490.00
1480.00
2400.00
480.00
 
  e) Cost of welding rods 8 pkts Hours per day for 4 days 8 hr @ 60.00per hrs  
     
  g) Cost putty       250.00  
          48174.61  
  Deduct cost of damage (wood)       -1500  
        Total 46,674.61  
  for 1 sqm       283.74  
c Labour charges          
  for 35.60sqm          
  (i) Carpenter(2nd class) 2 Nos. for7days 14 nos each 75.00 1050.00  
  (ii) Helper to carpenter 2 Nos. for 7 days 14 nos each 65.00 910.00  
        Total 1960.00  
          653.30  
  for one use          
  b) Labour charges of centering and shuttering        
  (i) Welder(special) 2 Nos. @ 85.00 each day
for 5 days
10 nos each 85.00 850.00  
  (ii) Helper to welder 2 Nos. @ 65.00 each day
for 5 days
10 nos each 65.00 650.00  
  (iii) Carpenter(2nd class) 12.86 Nos. @ 75.00
each day for 7 days
90.02 nos each 75.00 6751.50  
  (iv) Labour 30Nos. @55.00 each day for 7
days
210 nos each 55.00 11550.00  
  For 164.50sqm , Cost = Rs. 20454.80     Total  20454.80  
  for 1 sqm       124.35  
  Abstract of cost
  A. Cost of staging including labour       135.95  
  B. Cost of centering and shuttering       283.74  
  C. Labour charges       124.35  
          544.04  
        Add 25% extra 136.01  
        Total 680.04  
  Rate per 1sqm.       Say 680.00 / Sqm  
13 Rigid & smooth centering and shuttering for
R.C.C. work in pergola including false work
and dismantling them after casting including
cost of materials
         
a)  Materials          
  120mm dia Sal bullah 56.00 mtr mtr 69.00 3864.00  
  Non-sal wood scanting 0.112 cum cum 14548.00 1629.38  
  Non-sal wood planks 38mm thick 0.34 cum cum 14548.00 4946.32  
  Carriage of wood 1.142 cum cum 72.00 82.22  
        Total= 10521.92  
  Considering 10 times use of materials
=10521.92/10
    Total= 1052.20  
  Non-Sal wood planks 25mm thick          
  Cost of wood 0.409 cum cum 14548.00 5950.13  
  Carriage of wood 0.409 cum cum 72.00 29.45  
  Labour          
  Carpenter (2nd class) 3.3 nos each 75.00 247.5  
  Sangi Mulia 3.3 nos each 65.00 214.5  
  Overhead charges 10 % on a+b       749.38  
  Total a+b+c+d       8243.16  
  Rate per 1sqm. = Rs. 8243.16/9 =       915.90/Sqm  
14 Closed deep chipping and cleaning to R.C.C.
surface for receiving cement plaster per 1
Data for 10 sqm
         
a)  Labour          
  Man mulia 0.5 no Each 55.00 27.50  
 b)  Overhead charges @ 10% on (a)       2.75  
c) 2% sundries and Nalls etc. on (a)       0.55  
        Total  30.80  
  Rate for 1 Sqm = Rs. 30.8/10 =       3.10 / Sqm  
  Rigid and smooth Steel centering and
shuttering at all heights of bridge work such
as well curb, well steining, well cap, pier and
abutment shaft, pier and abutment cap, wing
wall, tie beam, road kerb and dirt wall using
required nos of vertical and horizontal
supports of scaffolding with joists, N.G. rails
and channels and steel shutering plates
including welding, bolting,cost, conveyance
, royalty and all other taxes of all materials
and cost of scaffolding gangway etc.
including cost of conveyance of dismantling
and disposing debris clear of work site
complete to receive reinforcement grills and
concrete as per requirement as directed by
Engineer-in-Charge
         
  Per 1Sqm          
  Material          
  Cost of Steel shuttering plate 1.524m x
M.S Angle of size 50mm x 50mm x6mm
3 x 1.524m = 4.572m
5 x 0.914m = 4.570m
Total = 9.142m
Weight of Angle = 9.142m @ 4.5kg/mtr =
41.139kg
M.S Plate 4mm thick = 1.524m x 0.914m =
1.393sqm
Weight of Plate = 1.393sqm @ 31.40kg/sqm
=43.740kg
         
  Total weight of 1 plate 84.879 Kg Kg 30.64 2600.69  
  = 41.139kg + 43.740kg = 84.879kg          
  Cost of fabrication          
  Labour for fabrication 84.879 Kg Kg 2.708 229.85  
  Cost of welding rod for fabrication 1.00 pkt Packet 300 300  
          3130.54  
  Cost of steel shuttering plate per 1sqm = 3130.54/1.393       2247.34  
  Considering 36times use of materials, rate for use once Rs.2100.66/36 Cost of nut and bolt @2kg/sqm for 1sqm @       62.43  
  Rs.49.00/kg
Considering 4times use of materials, rate for 2 x 49.00 / 4  Cost of sal bullah 150mm to 200mm dia up to
      24.5  
  5.50m long Requirement = 12m /sqm @Rs.76.00/mtr = Rs.912.00
Considering 10times use of materials, rate for use once Rs.912.00/10
      91.2  
  Total of a       178.13  
  Labour          
  Data for 4.20sqm          
  Carpenter 2nd class 2.75 Nos each 75.00 206.25  
  Semiskilled mulia 2.75 Nos each 65.00 178.75  
          385.00  
  Total of b = Rate per sqm = 385.00/4.20       91.67  
  Total (a + b) = Rs.178.13 + Rs.91.67       269.79  
  Overhead charges @ 10% on a+b       26.98  
  Rate per sqm = (a+b+c)       296.77  
Note :         Say 296.80/ Sqm  
(i) For centering and shuttering for R.C.C. work (in floor and Roof slab, Landings, Balconies, Projection, Sunshades, Chajja, Stairs, Plinth band, Footing and base of columns, Precast slab, Beams and columns, Lintels, R.C.C. walls and Fins) in first floor ad subsequent upper floors add 20 percent extra to the rates of respective centering and shuttering items over and above the rates from the next lower floor.
(ii) For R.C.C. work in 1st floor or any additional floor add 15 per cent extra labour over and above the rate of next lower floor for lifting of concrete etc.
(iii) For reinforcement work in 1st floor or any additional floor add 5 percent extra labour over and above the rate of next lower floor.
(iv) The rates of R.C.C. items (except item No.3,4 ,5,6,7&8) have been arrived using hand broken chips and if crusher broken chipsl are used the difference in cost should be added to arrive at the finished rates.
(v) For R.C.C. and reinforcement works below ground level beyond 1.5m and upto 4.5m depth add 15 percent extra labour over and above the rates of the respective items for lowering the materials.
(vi) For R.C.C. and reinforcement works below ground level beyond 4.5m and upto 7.5m depth add 20 percent extra labour over and above the rates of the respective items for lowering the materials
(vii) For centering and shuttering work below ground level beyond 1.5m and upto 7.5m depth add 20 per cent extra labour over and above the rates of the respective items for lowering the materials
(viii) For R.C.C. work in shell roof add 25 per cent extra labour overand above the rate for lifting and laying concrete.
(ix) For R.C.C. work in slope roof add 10 per cent extra labour (on labour calculated for the floor) over and above the rates of the floor for lifting and laying concrete.
(x) For R.C.C. work in pergola add 10 percent extra labour over and above the rate of next lower floor for lifting and laying concrete
(xi) The under reamed diameter in pile foundation has been assumed as 2.5 times the stem diameter.
(xii) In case of Steel Reinforcement work reinforcement shall be measured in length including hooks, if any , separately for different diameter as actually used in work,excluding overlaps.from the length so measured , the weight of reinforcement shall be calculated in tonnes on the basis of IS: 1732,wastage, erlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
(xiii) 10 per cent excess on the above rates will be allowed for the works being executed inside jail premises

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