Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

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Diameter (mm)Weight (approx) kgHeavyMedium125x100 38 36125x125 41 39150x80 45 43150x100 47 45150x125 50 47150x150 53 50200x80 67 63200x100 69 65200x125 71 67200x150 74 70200x200 81 77250x80 94 88250x100 96 90250x125 99 93250x150 102 96250x200 108 102250x250 116 109300x80 128 119300x100 129 120300x125 132 123300x150 134 125300x200 142 133300x250 150 140300x300 159 149350x200 182 169350x250 190 177350x300 199 186350x350 209 195400x200 229 212400x250 237 220400x300 246 228400x350 256 238400x400 268 250450x250 295 274450x300 304 283450x350 314 293450x400 324 303450x450 337 315500x250 356 327500x300 365 336500x350 375 346500x400 386 356500x450 398 368500x500 413 382600x300 521 476600x350 531 486600x400 543 498600x450 556 510600x500 569 523600x600 602 554700x350 729 668Urban Administration & Development Department Page 18
Diameter (mm)Weight (approx) kgHeavyMedium700x400 742 680700x450 756 693700x500 769 706700x600 795 733700x700 832 768750x400 855 781750x450 869 795750x500 884 809750x600 911 836750x700 942 867750x750 965 889800x400 982 896800x450 996 909800x500 1010 923800x600 1040 953800x700 1072 984800x750 1089 1000800x800 1114 1024900x450 1288 1170900x500 1302 1184900x600 1337 1217900x700 1371 1251900x750 1388 1267900x800 1405 1285900x900 1453 13311000x500 1648 14931000x600 1681 15251000x700 1723 15651000x750 1741 15821000x800 1759 16011000x900 1797 16391000x1000 1852 16931.9.3.6 All socketed cast iron crosses:-Diameter (mm)Weight (approx) kgHeavyMedium80 30 29100 39 37125 52 50150 67 64200 102 97250 145 137300 197 1861.9.3.7 Socket <strong>and</strong> spigot cast iron tapers (Reducer):-Diameter (mm)Weight (approx) kgHeavyMedium100x80 16 15125x80 21 20Urban Administration & Development Department Page 19
Page 1 and 2: GOVERNMENT OF MADHYA PRADESHDEPARTM
Page 4 and 5: Branch(i) A special form of cast ir
Page 6 and 7: A valve in which the closure to an
Page 8 and 9: Sullage waste Water:Spent water fro
Page 10 and 11: Laying:The approximate positions of
Page 12 and 13: CHAPTER NO.1CAST IRON SOCKET AND SP
Page 14 and 15: Socket and spigot pipes Class AWeig
Page 16 and 17: 1.5 .4 Pipe shall be tested hydrost
Page 18 and 19: 1.9.3 Mass (weight) of the various
Page 22 and 23: Diameter (mm)Weight (approx) kgHeav
Page 24 and 25: 1.9.3.11 Cast iron plugs:-Diameter
Page 26 and 27: 1.12.7 Caulking may be done with pn
Page 28 and 29: 2.5 Thrust Blocks2.5.1 In case of b
Page 30 and 31: 2.9.3 Should any test of the pipe l
Page 32 and 33: CHAPTER NO.3CAST IRON PIPES AND SPE
Page 34 and 35: 3.4.2.2 Cast iron flanged spigot:-R
Page 36 and 37: 3.4.2.6 All flanged cast iron tees:
Page 38 and 39: Diameter (mm)Weight (approx) kgHeav
Page 40 and 41: Nominal diameterTable 2.3Refer Tabl
Page 42 and 43: Table No.3.8DimensionWall thickness
Page 44 and 45: CHAPTER NO. 4DUCTILE IRON PRESSURE
Page 46 and 47: Nominal Diameter Outer diameter of
Page 48 and 49: 4.3.2.4 Where the coating material
Page 50 and 51: Nominal DiameterDN (mm)Table No. 4.
Page 52 and 53: 4.7.2.3 Lengths of FittingsThe perm
Page 54 and 55: during the jointing operations. As
Page 56 and 57: CHAPTER NO.5:UNPLASTICIZED PVC PIPE
Page 58 and 59: NominaloutsideDiameter(Nominalsize)
Page 60 and 61: 5.10 Handling and storage5.10.1 Bec
Page 62 and 63: a)b) Size of the fitting and the ap
Page 64 and 65: 5.14.5 Trench Bottom5.14.5.1 The tr
Page 66 and 67: CHAPTER NO.6CAST IRON VALVES6.1 App
Page 68 and 69: efore painting. All exposed machine
Page 70 and 71:
with the main. For large aqueduct p
Page 72 and 73:
6.4.7 Nominal sizes :-6.4.7.1 The r
Page 74 and 75:
Table No.6.6Material for different
Page 76 and 77:
CHAPTER -7GALVANIZED IRON PIPES, SP
Page 78 and 79:
7.4.2 Globe Valves- The globe valve
Page 80 and 81:
7.6 Testing of valves:-7.6.1 Genera
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NominalBoreDimensions and Nominal M
Page 84 and 85:
7.10 Testing of Pipes :Following te
Page 86 and 87:
Nominal BoreMinimum Outside Minimum
Page 88 and 89:
7.15.2.2 Taper Screw Plug TestSocke
Page 90 and 91:
7.20.2 All pipes and fittings shall
Page 92 and 93:
S.NoTolerance and ovality is given
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8.7.2 The pipe shall be as uniform
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directional changes within the tren
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frequently used and in normal or sl
Page 100 and 101:
8.22 Test to Establish Perfectibili
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8.26.6.3 PP Saddles8.26.6.3.1 The b
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g Bypass Pipe Carbon Steel IS1239(p
Page 106 and 107:
9.4.1 Coupling Area of jointThis is
Page 108 and 109:
Table No. 9.3Hydrostatic Design Pre
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polyester belts with a minimum widt
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9.19.4 Straight continues lengths o
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Table No. 10.2(Refer Table No.1 IS
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1592-2003. The tolerances on the in
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10.5.2.5 Weight of cast iron plain
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10.5.2.9 Weight of cast iron Plain
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10.8.1.1 Width- The width of the tr
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10.11.2 Cast Iron Detachable Joints
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shall be used between the straps an
Page 128 and 129:
10.18.9.1 After the test has been c
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CHAPTER NO- 11SALT GLAZED STONEWRE
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11.3.2 Each pipe and fittings may a
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on each horizontal rail which is fi
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11.7.7 The joint with cast iron or
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CHAPTER NO- 12UNPLASTICIZED NON-PRE
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12.4 Dimensions of Pipes:12.4.1 Mea
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12.8 Trench:-(See Drawing No.3)12.8
Page 144 and 145:
12.13.3 Care should be taken to lea
Page 146 and 147:
12.17.6 HandlingFollowing Recommend
Page 148 and 149:
12.17.10 Construction of backfill e
Page 150 and 151:
CHAPTER - 13REINFORCED CEMENT CONCR
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Diameter ThicknessStrength Test Req
Page 154 and 155:
Table 13.5(Refer Clause 8.2 IS 458
Page 156 and 157:
efore the next pipe is laid. Adequa
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13.11.4 The water shall be filled t
Page 160 and 161:
Chapter - 14SEWER APPURTENANCES14.1
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provided with cover of medium duty
Page 164 and 165:
14.3.5.4.3 (c) By drop in previous
Page 166 and 167:
14.5.3.4 Where the diameter of the
Page 168 and 169:
14.7.4 Heavy reinforced concrete co
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14.11 By pass:By pass arrangements
Page 172 and 173:
acetate paper, silt drums, ropes, i
Page 174 and 175:
14.22. Automotive Suction Machine :
Page 176 and 177:
14.25.3 Brick Masonry Chamber : Aft
Page 178 and 179:
15.2.5 Lift: the vertical distance
Page 180 and 181:
ensure that drilling has been done
Page 182 and 183:
accepted deductions (stated as a pe
Page 184 and 185:
described in IS 4031 (Part-5) : 198
Page 186 and 187:
v) Cleat bolt of size M-10vi)vii)Se
Page 188 and 189:
15.17.5.3 To protect persons from i
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15.17.5.19. Wherever a socket or co
Page 192 and 193:
esults in unsuitable sub grade cond
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15.17.14.7 Clear out space shall be
Page 196 and 197:
15.17.15.7.1 Ordinarily no surplus
Page 198 and 199:
Water Supply pipes lines should be
Page 200 and 201:
16.3.3 Failure to remove the ridge
Page 202 and 203:
16.9.12 The cover shall be capable
Page 204 and 205:
17.7 Development of tube-well with
Page 206 and 207:
17.13.4 Fine enough to prevent the
Page 208 and 209:
(iv) No. of slots per m 429(v) % Ar
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Annexure: ADRILLING OF TUBE WELL1.
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particularly those having clay or s
Page 214 and 215:
5.3.2 The shape of the openings sho
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5.7.3.6.1 The contractor shall deve
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STRATACHATANNEXURE-2Mohalla/BastiNa
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LocationApparentResistivelyAB/2Inte
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GRAVEL PACKED TUBE WELLSGAVEL PACKE
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HAND PUMP PLATEFORMUrban Administra
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Urban Administration & Development
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Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

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