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

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CHAPTER NO.6CAST IRON VALVES6.1 Applicable codes :The Sluice valves, Butterfly valves, Air valves & Non return valves for waterworks purposes shall comply with all currently applicable statutes, regulations,standards and codes. In particular the following standards, unless otherwisespecified herein, shall be referred. In all cases, the latest revision of thestandards/codes shall be referred to. Other IS: Codes not specificallymentioned here but pertaining to the use of Sluice valves, Butterfly valves, Airvalves & Non return valves pipes shall be part of this Specification.I.S. NumberTitleTable No.6.1IS 14846: 2000Super seeding IS 780:1984& IS 2906:1984IS 13095: 1996Sluice valves for water works purposes (50 to 1200mmsize)Butterfly valves for General purposesIS 2685: 1971 Code of practice for selection, installation andmaintenance of sluice valves.IS 5312: 2003 (Part I & II)IS 14845: 2000Non return valve/reflux valve.For air valve.6.2 Sluice Valves for water works purposes. (See Drawing No.-4 & 5)6.2.1 The sluice valves are used in a pipe line for controlling or stopping flow ofwater. These shall be of specified size and class and shall be of inside nonraisingscrew type up to 300mm size and raising or non-raising screw typeabove 300mm with either double flange or double socket ends and cap or handwheel.6.2.2 The body, domes covers, wedge gate spindle, nut, valve seat and stuffing boxshall be of good quality. The bodies, spindles and other parts shall be trulymachined with surface smoothly finished. The area of the water way of thefittings shall be not less than the area equal to the nominal bore of the pipedetails of component are given in table 6.2.Urban Administration & Development Department Page 64
Table No.- 6.2Materials for component Parts of Sluice ValveS.No. Component Preferred Material Grade orDesignationAlternative Materiali) Body, bonnet, dome, stool Grey cast iron FG 200 Spheroidal or Nodularcover, wedge, stuffingiron cast steelbox, gland, thrust plateand cap.ii) Hand wheel Grey cast iron FG 200 Mild steel cast steeliii) Stem Stainless steel 12Cr 13 04Cr18Ni 10 04Cr17 Ni 12 MO 2Nodular ironHigh Tensile BrassStainless steeliv) Wedge nut, shoe, channel Leaded tin bronze LTB-2 High TensileBrassv) Body seat ring, wedgefacing ring and bushesGrade orDesignation260-300/12 or500/2F 410 WA 230-450W 400/12HT 2FHTB 220Cr13HTB 2FHTB -2Phosphor bronzeLeaded tin bronze LTB-2 Alloy steel Gr. 1Gr. 4Gr. 1004Cr 18Ni 10vi) Bolts Carbon steel Class 4.6 Stainless steelvii) Nuts Carbon steel Class 4.0 Stainless steelvii) Gasket Rubber Type B Neoprene Rubberix) Gland packing Jute and hemp Rubber Type Bx) Gear Spheroidalgraphite ironGr. 500/7 Alloy steel 40 Ni 2Cr M2028 Gr Bxi) Gear housing Grey cast iron FG 200 Cast steel S.G. iron 230-450 W400/12xii) Pinion & pinion shaft Wrought carbon C55 Mn 75 Alloy steel40 ni 12Cr 1 MOsteel28 04Cr18 Ni10Stainless steel6.2.3 The valve shall be marked with an arrow to show the direction of turn forclosing of the valve.6.2.4 Sluice valves are designated by nominal pressure (PN) as underNominal Pressure MPaNominal size mmPN 1.0 50 to 1200PN 1.6 50 to 6006.2.5 The dimension of the sluice valve assemblies shall be as per table 2 & 3 of IS14846. The flanges and their dimensions of drilling shall be in accordance withIS : 1538.6.2.6 Testing6.2.6.1 The test pressure and maximum working pressure for the two classes of sluicevalves shall be as tabulated below:-Table No.6.3PN rating ofvalvePN 1.0PN 1.6Test pressure, MPaBody1.52.4SeatMax. workingPressure, MPaTest Durationmin6.2.7 Coating6.2.7.1 All coatings shall be carried out after satisfactory testing of the valves prior todispatch. All the unmachined ferrous surfaces of the valve (both inside andoutside) shall be thoroughly clean, dry and shall be free from rust and grease1.01.61.01.652Urban Administration & Development Department Page 65
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GOVERNMENT OF MADHYA PRADESHDEPARTM
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Branch(i) A special form of cast ir
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A valve in which the closure to an
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Sullage waste Water:Spent water fro
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Laying:The approximate positions of
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CHAPTER NO.1CAST IRON SOCKET AND SP
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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 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 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
Page 102 and 103: 8.26.6.3 PP Saddles8.26.6.3.1 The b
Page 104 and 105: 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
Page 110 and 111: polyester belts with a minimum widt
Page 112 and 113: 9.19.4 Straight continues lengths o
Page 114 and 115: 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
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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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