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

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3.4.2.6 All flanged cast iron tees:-Refer Table 24 for mass (approx) of heavy weightDiameter (mm)Weight (approx) kgHeavyMedium80x80 21 20100x80 25 23100x100 26 24125x80 32 29125x100 34 32125x125 36 33150x80 41 38150x100 42 39150x125 45 41150x150 47 43200x80 62 56200x100 63 57200x125 66 60200x150 68 62200x200 74 67250x80 89 80250x100 90 81250x125 93 84250x150 96 87250x200 102 92250x250 109 99300x80 122 109300x100 124 111300x125 126 113300x150 129 116300x200 136 122300x250 143 129300x300 151 136350x200 169 152350x250 173 156350x300 188 170350x350 195 175400x200 211 189400x250 215 193400x300 232 208400x350 239 214400x400 246 221450x250 260 232450x300 277 247450x350 284 253450x400 290 259450x450 296 265500x250 315 281500x300 334 298500x350 342 305500x400 349 312500x450 356 318500x500 363 325Urban Administration & Development Department Page 34
Diameter (mm)Weight (approx) kgHeavyMedium600x300 466 414600x350 475 424600x400 485 432600x450 492 438600x500 499 445600x600 516 461700x350 642 570700x400 651 578700x450 660 587700x500 669 595700x600 686 611700x700 707 632750x400 746 662750x450 754 670750x500 766 681750x600 779 694750x700 792 707750x750 805 720800x400 858 762800x450 867 770800x500 877 779800x600 897 798800x700 916 817800x750 928 828800x800 941 841900x450 1091 966900x500 1106 980900x600 1128 1000900x700 1149 1020900x750 1161 1032900x800 1173 1044900x900 1190 10613.4.2.7 Cast iron double flanged tapers:-Refer Table 26 for mass (approx) of heavy weightDiameter (mm)Weight (approx) kgHeavyMedium100x80 12 11125x80 20 18125x100 22 20150x80 23 21150x100 25 23150x125 27 25200x100 31 29200x125 34 31200x150 37 34250x125 41 38250x150 44 40250x200 50 46Urban Administration & Development Department Page 35
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 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
Page 82 and 83: 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
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7.20.2 All pipes and fittings shall
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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
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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
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12.13.3 Care should be taken to lea
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12.17.6 HandlingFollowing Recommend
Page 148 and 149:
12.17.10 Construction of backfill e
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CHAPTER - 13REINFORCED CEMENT CONCR
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Diameter ThicknessStrength Test Req
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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
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Chapter - 14SEWER APPURTENANCES14.1
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provided with cover of medium duty
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14.3.5.4.3 (c) By drop in previous
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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
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acetate paper, silt drums, ropes, i
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14.22. Automotive Suction Machine :
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14.25.3 Brick Masonry Chamber : Aft
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15.2.5 Lift: the vertical distance
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ensure that drilling has been done
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accepted deductions (stated as a pe
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described in IS 4031 (Part-5) : 198
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v) Cleat bolt of size M-10vi)vii)Se
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15.17.5.3 To protect persons from i
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15.17.5.19. Wherever a socket or co
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esults in unsuitable sub grade cond
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15.17.14.7 Clear out space shall be
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15.17.15.7.1 Ordinarily no surplus
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Water Supply pipes lines should be
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16.3.3 Failure to remove the ridge
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16.9.12 The cover shall be capable
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17.7 Development of tube-well with
Page 206 and 207:
17.13.4 Fine enough to prevent the
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(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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