MODES OF MEASUREMENTS



MODES OF MEASUREMENTS

a) Supply and/or Carriage of Stone or laterite boulder 50Kg. and above size           : 1/6th (one sixth) To be deducted as voids from gross measurement of stack
b) Supply and/or Carriage of stone or Laterite boulder below 50Kg. size.                          : 1/7th (one seventh) Do Do
c) Supply and/or carriage of shingles & Brick or Jhama ballast, stone ballast & chips.        1/13th (one thirteenth) Do Do
d) Supply and/or Carriage of earth, Rubbish, Cinder, lime, surki, Moorum.     1/10th (one tenth) Do Do
e)   Supply and/or Carriage of Jhama bats or.       : brick bats 1/7th (one seventh) Do Do
f)   Sand (after necessary deduction of Bulking), steam coal or slacked coal.     1/18th (one eighteenth) Do Do

The specifications for all other items and supply of materials shall comply to printed specification of I. & W. D. and any materials not covered there shall comply with that of P.W.D. and the Indian Standard specification and any work not covered there shall be carried out as per best practice adopted in this country according to the direction and satisfaction of the Engineer-in charge.

CHART FOR CONSUMPTION OF MATERIALS

 

Consumption of different materials of construction in the corresponding contract items of work shall be computed on the basis of the quantities shown in this table subject to a variation of plus/minus 5% (five percent). Where, however, the circumstances of work so required, the Engineer-in-Charge shall be competent to allow (for recorded reasons) for greater variation.

 

This will apply not to items as per BIS specification (or its equivalent) but also to those as per IRC specification. In case of any variation, requirement as per BIS or IRC specification is to be followed with due approval of the Engineer-in-Charge.

N.B. : This Table is based on the following consideration :

The dry sand with necessary allowance for bulking is used.

The size of bricks used is (250 mm × 125mm × 75mm)

Modular Bricks (190 mm × 90 mm × 90 mm) = 50000 Nos. per 100 Cum. & 4951 Nos. per 100 Sq.m.

Weight of 1 Cum. of cement = 1.44 M. Ton.

of materials
No of bricks within a square or rectangular sausage per metre of size    
a) 1 .20 Metre x 1 .20 Metre nominal section 595 Nos
b) 0.90 Metre x 0.90 Metre nominal section 335 Nos
c) 0.60 Metre x 0.60 Metre nominal section 149 Nos
d) 3.00 Metre x 1 .20 Metre nominal section 1488 Nos
e) 1.00 Metre x 0.60 Metre nominal section 248 Nos
f) 1.35 Metre x 0.75 metre nominal section 419 Nos
g) 1.35 Metre x 0.60 metre nominal section 335 Nos
h) 1.05 Metre x 0.60 metre nominal section 260 Nos
i) 0.75 Metre x 0.45 metre nominal section 140 Nos
j) 1.00 Metre x 1.00 metre nominal section 413 Nos
k) 0.90 Metre x 0.60 metre nominal section 223 Nos
 
No of bricks within a cylindrical sausage per metre of size    
a) 0.60 Metre diameter. 117 Nos
b) 0.75 Metre diameter. 183 Nos
c) 0.90 Metre diameter. 263 Nos
d) 1.00 Metre diameter. 325 Nos
 
G I Crate    
a) Size :- 1.00 M x 1.00 M x 1.00 M 413 Nos
b) Size :- 1.00 M x 1.00 M x 0.60 M 248 Nos
     

Consumption of coarse aggregate, fine aggregate and cement for cement concrete pitching work (1cum cement = 1440 kg)

     
CC Pitching (1:4:8) with Jhama Khoa including 1:3 sand cement plaster Jhama Khoa 0.98 cum
Sand 0.5037 cum
Cement 0.12657 cum
CC Pitching (1:3:6) with Jhama Khoa including 1:3 sand cement plaster Jhama Khoa 0.96 cum
Sand 0.4937 cum
Cement 0.16457 cum
CC Pitching (1:4:8) with Stone Metal including 1:3 sand cement plaster Stone Metal 0.96 cum
Sand 0.4937 cum
Cement 0.12457 cum
CC Pitching (1:3:6) with Stone Metal including 1:3 sand cement plaster Stone Metal 0.94 cum
Sand 0.4837 cum
Cement 0.16057 cum
CC Pitching (1:2:4) with Stone chips including 1:3 sand cement plaster Stone Chips 0.90 cum
Sand 0.4637 cum
Cement 0.21957 cum
CC Pitching (1:1.5:3) with Stone chips including 1:3 sand cement plaster Stone Chips 0.86 cum
Sand 0.4437 cum
Cement 0.029057 cum
Consumption of coarse sand and cement for caulking joints of
a) Stone Boulder pitching Cement 0.00546 cum
sand 0.023 cum
b) Brick piching Cement 0.000918 cum
sand 0.00363 cum
For 1 no R C C Porcupines
Cement Concrete (1:1.5:3) = 0.129 cum Stone Chips 0.11094 cum
Sand 0.05723 cum
Cement 0.038 cum
Reinforcement   20.00 kg
Nut, Bolts & Washers   3.036 Kg
  1. Other consideration: May be considered during preparation of estimate.
    1. Gunny/Poly bags (50Kg cement capacity size)
      1. One bag filled up with:
        1. Local earth (volume) = 0.028 cum = 0.988 cft.

 

    1. Close bamboo piling:
      1. No. of pins required per metre of piling work for pin diameter-
        1. Above 5.00 cm dia. upto 7.50 cm dia. – 9 Nos.

 

    1. Close bullah piling:
      1. No. of pins per metre for pin diameter
        1. 10 cm....................................................................................................... 6 Nos.
        2. 12.5 cm.................................................................................................... 5 Nos.
        3. 15 cm....................................................................................................... 4 Nos.
        4. 17.5 cm.................................................................................................... 3 Nos.
        5. 20 cm..................................................................................................... 2 1 Nos.
        1. 22.5 cm.................................................................................................... 2 Nos.
        2. 25.0 cm.................................................................................................... 2 Nos.

TOP & ROUND STEEL BARS

Areas & Weights

   Tor / RoundWeight per Metre  Length Cross Sectional Area  bar Circumference
mm. inch. (in kg.) (in Cm2) (in Cm.)
10 0.39 0.62 0.785 3.14
12 0.47 0.888 1.131 3.77
14      0.55 1.208 1.539 4.4
16       0.63 1.578 2.01 5.03
18       0.71 2 2.545 5.65
20       0.79 2.465 3.142 6.28
22       0.87 2.983 3.801 6.91
25       0.98 3.852 4.909 7.85
28       1.10 4.832 6.158 8.8
32       1.26 6.311 8.042 10.05

Weight of S.W.G GI Wire –

 

8 S.W.G (4.064 mm) = 10.66 Metre/Kg.

10 S.W.G (3.251 mm) = 15.00 Metre/Kg.

12 S.W.G (2.642 mm) = 21.00 Metre/Kg.

16 S.W.G (1.626 mm) = 68.00 Metre/Kg.

 

Capacity of H.P. pump

(Diesel Driven) = 1100 Lit./min. with 6.00 m Head.

 

WEIGHTS & STANDARD SIZES OF STEEL PLATES

Thickness in m                                                                                                5     6       8     10 12   14 16    18 20                                                                               22    25     28       32    36     40
Weight in Kg/Sq.m.                                                 39.25  47.10  62.80  78.50   94.20  109.90  125.60  141.3 157.00                                                 172.70   196.25  219.80   251.20  282.60  314

 

Approximate Weight of Standard Bolts and Nuts in Kg. (Subject to variation as per B.I.S. Code)

Length excluding head in        Diameter of bolt in mm.  
6 mm. 10 mm. 12 mm. 16 mm. 19 mm. 22 mm. 24 mm.
25 mm. 0.019 0.048 0.1 0.169 0.275
32 mm. 0.02 0.052 0.106 0.179 0.444 0.425
38 mm. 0.022 0.055 0.113 0.189 0.463 0.444 0.627
45 mm. 0.024 0.059 0.119 0.198 0.318 0.463 0.654
50 mm. 0.025 0.062 0.125 0.208 0.332 0.482 0.677
64 mm. 0.029 0.069 0.137 0.228 0.36 0.521 0.727
76 mm. 0.031 0.076 0.15 0.247 0.388 0.559 0.777
89 mm. 0.034 0.083 0.162 0.267 0.416 0.597 0.827
102 mm. 0.037 0.09 0.175 0.287 0.445 0.635 0.878
114 mm. 0.04 0.097 0.188 0.306 0.473 0.674 0.927
127 mm. 0.044 0.104 0.2 0.326 0.501 0.712 0.977
140 mm. 0.047 0.111 0.212 0.345 0.529 0.75 1.027
152 mm. 0.05 0.118 0.225 0.365 0.557 0.789 1.077
178 mm. 0.056 0.132 0.25 0.404 0.613 0.865 1.178
203 mm. 0.063 0.147 0.275 0.443 0.7 0.942 1.278
229 mm. 0.161 0.3 0.465 0.783 1.019 1.378
254 mm. 0.325 0.521 0.825 1.095 1.478
279 mm. 0.55 0.838 1.172 1.578
305 mm. 0.895 1.249 1.678
Nut 0.006 0.016 0.034 0.063 0.097 0.144 0.207
25mm of Shank 0.006 0.014 0.025 0.039 0.056 0.077 0.1
Washers (10 nos) 1.125 1.8 2.475 3.375 6.3

CONVERSION TABLE

A) Linear Measurment (E) Volumetric Measure
1) 1 Inch = 25.40 milimetres 1) 1 cubic inch = 16.3871 cu cm
2) 1 milimetre = 0.03937 x Inches 2) 1 cubic ft = 0.0283 cubic metre
3) 1 metre = 3.281 ft. = 1.094 yard = 39.3701 Inches 3) 1 cubic yard = 0.7646 cubic metre
4) 1 Km = 0.621 mile = 1093.61 yard 4) 1 Acre ft = 1233.48 cubic metre
5) 1 Centimetre = 0.3937 Inch 5) 1 cu cm = 0.061 Cubic inch
6) 1 Inch = 25.40 milimetres = 2.54 centimetres 6) 1 cubic metre = 1.308 cubic yard =  35.315 cubic ft= 0.00081 acre ft
7) 1 foot = 0.3048 metre = 30.48 cm 7) 1 Imp Gallon = 4.546 litre
8) 1 yard = 0.9144 metre 8) 1 Litre = 0.22 Gallon
9) 1 Mile = 0.8690 N Mile = 1.61 K M = 1760 yds = 5280 ft    
10) 1 N Mile = 1.1508 Mile = 6080 ft F) Weights Measures
    1) 1 Ton = 1.016 Tonne = 1016 Kg = 10.16 quintal = 2240 lbs
B) Square Measure 2) 1 cwt = 50.8 Kg = 0.508 quintal
1) 1 Sq inch = 6.451 Sq. cm    
2) 1 Sq ft = 0.0929 Sq. metre 3) 1 lb =0.454 Kg = 16 oz = 7000 grains
3) 1 Sq yard = 0.8361 Sq. metre 4) 1 Maun = 37 Kg = 0.37 quintal
4) 1 Acre = 40.47 Are = 4840 Sq yds 5) 1 Tonne = 0.984 Ton = 2204.622 lbs = 1000 Kg
5) 1 Sq mile = 2.590 Sq Kilometre 6) 1 quintal = 1.968 cwt = 2.679 maun =100 Kg
6) 1 Sq cm = 0.155 Sq inch 7) 1 Kg = 2.204 lbs = 1.072 seer
7) 1 Sq metre = 10.764 Sq ft = 1.196 Sq yard    
8) 1 Sq Kilometre = 0.3861 Sq mile G) Fuel Consumption
9) 1 Hectare = 2.471 acres = 10000 Sq. m 1) Mile/Gallon = 0.354 Km/Litre
10) 1 Are = 0.02471 acre = 100 Sq m 2) Km/Litre = 2.825 Mile/Gallon
11) 100 Ha = 1 Sq Km    
12) 1 Acre = 0.40 Hectare = 43560 Sq ft H) Miscellaneous 1 lb/ft = 1.488 Kg/m
C) Density   1 Kg/m = 0.672 lb/ft
1) 1 lb/ft3 = 16.019 Kg/m3   1 lb/sq in = 0.0703 Kg/sq cm
2) 1 kg/m3   1 lb/sft = 4.88 Kg/sq metre
3) 1 lb/in3   1 lb/cft = 16.0185 Kg/cum
4) 1 gm/cm3    = 0.0361 lb/in3   1 cum of steel = 7850 Kg. 1 cum of Iron = 7708 Kg.

 

1) 0C = (0F – 32) x 5/9 1 Bag cement = 50 kg. = 0.03475 cum
2) 0 F = (0C x 9/5) + 32 1 cum Water = 1000 kg 1 cum of Brick = 1600 kg 1 cum of Timber = 650 kg. to 720 kg.

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