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

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Nominal DiameterDN (mm)Table No. 4.7(Refer Table No. 2 IS 9523-2000)Hydrostatic Test Pressureat works, MPaUp to and including 300 2.5Over 300 and up to and including 600 1.6Over 600 and up to and including 2000 1.04.7 Tolerances:4.7.1 The tolerance on dimensions of barrel and socket for push-on-joint fittings shallbe as given in Table 4.8Table No.4.8(Refer Table No. 3 IS 9523-2000)Nominal Diameter External Diameter DE Wall Thickness mmDN Nominal Tolerance K12 K14Tolerance(1) (2) (3) (4) (5) (6)80 98 +1/-2.7 7.0 8.1 -2.38100 118 +1/-2.8 7.2 8.4 -2.40125 144 +1/-2.8 7.5 8.7 -2.42150 170 +1/-2.9 7.8 9.1 -2.45200 222 +1/-3.0 8.4 9.5 -2.50250 274 +1/-3.1 9.0 10.5 -2.55300 326 +1/-3.3 9.6 11.2 -2.60350 378 +1/-3.4 10.2 11.9 -2.65400 429 +1/-3.5 10.8 12.6 -2.70450 480 +1/-3.6 11.4 13.3 -2.75500 532 +1/-3.8 12.0 14.0 -2.80600 635 +1/-4.0 13.2 15.4 -2.90700 738 +1/-4.3 14.4 16.8 -3.00750 790 +1/-4.4 15.0 17.5 -3.05800 842 +1/-4.5 15.6 18.2 -3.10900 945 +1/-4.8 16.8 19.6 -3.201000 1048 +1/-5.0 18.0 21.0 -3.304.7.2 Tolerances for the various dimensions of flanges shall be as given in tables 4.9and 4.104.7.2.1 Dimensions of standard Flange Drilling for Flange Fittings PN 10Urban Administration & Development Department Page 48
Table No.4.9(Refer Table No. 4 IS 9523-2000)(in mm)NominalDimensions of flange Holes Dia of Holes Bolt Size, MetricDiameterDbDNNo. Dia (d)(outer dia) (Thickness)(1) (2) (5) (7) (8) (9)80 200 16 4 19 M16100 220 16 8 19 M16125 250 16 8 19 M16150 285 16 8 23 M20200 340 17 8 23 M20250 395 19 12 23 M20300 445 20.5 12 23 M20350 505 20.5 16 23 M20400 565 20.5 16 28 M24450 615 21 20 28 M24500 670 22.5 20 28 M24600 780 25 20 31 M27700 895 27.5 24 31 M27750 960 29 24 31 M27800 1015 30 24 34 M30900 1115 32.5 28 34 M301000 1230 35 28 37 M334.7.2.2 Dimensions of standard Flange Drilling for flange fittings PN 16Table No. 4.10(Refer Table No. 5 IS 9523-2000)(in mm)Nominal Diameter Outer Diameter Holes Bolt Size, MetricDN D No. Dia (d)(1) (2) (3) (4) (5)80 200 8 19 M16100 220 8 19 M16125 250 8 19 M16150 285 8 23 M20200 340 12 23 M20250 400 12 28 M24300 455 12 28 M24350 520 16 28 M24400 580 16 31 M27450 640 20 31 M27500 715 20 34 M30600 840 20 37 M33700 910 24 37 M33750 970 24 37 M33800 1025 24 40 M36900 1125 28 40 M361000 1255 28 43 M39Urban Administration & Development Department Page 49
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 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 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
Page 90 and 91: 7.20.2 All pipes and fittings shall
Page 92 and 93: S.NoTolerance and ovality is given
Page 94 and 95: 8.7.2 The pipe shall be as uniform
Page 96 and 97: directional changes within the tren
Page 98 and 99: 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
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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
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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
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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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