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

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Diameter (mm)Weight (approx) kgHeavyMedium125x100 23 21150x80 27 25150x100 28 26150x125 31 29200x100 40 37200x125 42 39200x150 45 42250x125 56 53250x150 59 55250x200 66 61300x150 80 74300x200 88 81300x250 97 88350x200 104 96350x250 113 104350x300 123 112400x250 143 131400x300 154 141400x350 166 151450x350 185 169450x400 199 181500x350 211 194500x400 225 206500x450 240 219600x400 300 275600x450 316 289600x500 333 304700x500 398 365700x600 437 399750x600 492 449750x700 539 4901.9.3.8 Double socket cast iron tapers (Reducer):-Diameter (mm)Weight (approx) kgHeavyMedium100x80 18 15125x80 27 20125x100 30 21150x80 31 25150x100 34 26150x125 38 28200x100 43 37200x125 47 39200x150 51 42250x125 58 53250x150 62 55250x200 72 61300x150 75 74300x200 84 81Urban Administration & Development Department Page 20
Diameter (mm)Weight (approx) kgHeavyMedium300x250 95 88350x200 117 96350x250 131 104350x300 146 112400x250 149 131400x300 164 141400x350 181 151450x350 195 169450x400 213 181500x350 222 194500x400 241 206500x450 256 219600x400 310 275600x450 310 289600x500 332 304700x500 388 365700x600 437 399750x600 470 449750x700 522 4901.9.3.9 Cast iron collars:-Diameter (mm)Weight (approx) kgHeavyMedium80 14 13100 17 16125 22 21150 28 27200 40 38250 55 52300 71 68350 90 86400 110 103450 133 127500 159 151600 216 205700 283 269750 320 304800 360 341900 448 4241000 547 5181.9.3.10 Cast iron socket caps:-Diameter (mm) Weight (approx) kgHeavy80 7100 9125 12150 15Urban Administration & Development Department Page 21
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 20 and 21: 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
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7.4.2 Globe Valves- The globe valve
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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
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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
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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
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9.4.1 Coupling Area of jointThis is
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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
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10.18.9.1 After the test has been c
Page 130 and 131:
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
Page 138 and 139:
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
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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
Page 170 and 171:
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
Page 194 and 195:
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
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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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