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

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12.4 Dimensions of Pipes:12.4.1 Mean outside diameter- The mean outside diameter, outside diameter at anypoint and tolerances shall be as given in table 1 of IS 15328 and shall bemeasured according to the method given in IS: 12235 (part-1).12.4.2 Wall thickness- The nominal wall thickness, e, shall be in accordance with table2 of IS 15328. Tolerances in outside diameters shall be those given in IS 498512.4.3 Length of pipes:12.4.3.1 Effective length (Le) of pipe with sockets is considered to be the distancebetween ends minus the socket depth. The length may be supplied as agreedto between the purchaser and the manufacturer.12.4.4 Dimensions of Integral Sockets and Spigots ends: The Basic dimensions shallbe in accordance with Tables 3 and 4.12.4.4.1 Wall Thickness of Sockets: e2 min = 0.9e and e3 min = 0.75e12.4.4.2 e3min applies only to those parts of the sealing ring zone where the fluidcontained within the pipe comes into contact with the fluid, that is beyond thedesignated ring seal point, walls thinner than e3 are permitted.12.4.4.3 If retaining caps or rings are provided, they can be made to other designs orfrom polymers other than unplasticized polyvinyl chloride, provided that thefinished joint conforms to the same functional test requirements.12.4.4.4 When a sealing ring is retained by means of a retaining ring or cap, the wallthickness of the area shall be calculated by addition of the wall thickness at thecorresponding places of the socket and the retaining ring or cap.12.5 Physical characteristic12.5.1 Colour- The colour of the pipes shall be dark (any shade of brown). The pipeshall be uniformly coloured throughout the entire wall. Slight variations in theappearance of the colour are permitted.12.6 Marking12.6.1 Each pipe shall be clearly and indelibly marked in ink/paint or hot embossed onwhite base at intervals of not more than 3 m. but at least once per pipe, in thecolour so that it differs from the basic color of the pipe.12.6.2 The marking shall be legible without magnification. The marking shall notinitiate cracks or other types of defects which adversely influence theperformance of the pipe. Marking by indentation reducing the wall thickness notmore than 0.15 mm shall be deemed to conform to this clause withoutinfringing the requirements for the wall thickness.Urban Administration & Development Department Page 138
12.6.3 The marking shall show the following:a) Identification of the source of manufacturer.b) Outside diameter,c) Stiffness class, andd) Batch or Lot number.12.6.4 BIS Certification Marking12.6.4.1 Each pipe may also be marked with the standard Mark.12.7 Solvent cement jointing12.7.1 PVC solvent cement is quick drying, therefore it shall be applied as quickly andcarefully as possibly and in consistence with good workmanship. For largersizes, it is advisable for two workers to work simultaneously on the pipe andsocket.12.7.2 Solvent cement shall conform to IS:14182.12.7.3 Dip the applicator brush in the solvent cement and apply a liberal coat ofcement to the end of the pipe up to the insertion depth.12.7.4 Apply a uniform thin coat of cement inside the socket, working axially from theinside of the socket to the outside. Do not apply any cement on the shouldersof the socket (socket-to-pipe transition area). Care should be taken not to applyexcess cement inside the socket. Excess cement in the socket will be pushedfurther into the pipe during assembly and cause the pipe to soften and weakenat that point. Hot and dry climates generally require slightly thicker coatings ofsolvent cement.12.7.5 In climates with large differences between day and night temperatures, it isadvisable to make joints early in the morning or in the evening when it is cooler.Thus, the joints are prevented from being pulled apart if the pipes contract.12.7.6 For pipe installation solvent glued spigot is inserted in the socket up to theshoulder and then after a quarter (90º) turn is given to evenly distribute thecement over the treated surface.12.7.7 Within 20 second after the last application of solvent cement, insert the pipe into socket in a single steady and every controlled but forceful action. Press it infully until it bottoms. No. hammer blows should be used. If there is any sign ofdrying of the cement coat before insertion; the surface should be re-coated,avoiding application of excess cement in the socket. Once the insertion iscomplete, hold in place for 1 min without shifting the pipe in the socket.12.7.8 Immediately after assembly, wipe the excess solvent cement from the pipe atthe end of the socket. A properly made joint will have a uniform bead around itsentire perimeter. Any gaps in this bead may be indicative of an improper jointdue to insufficient cement or the use of a lighter-bodied cement than the onerecommended.Urban Administration & Development Department Page 139
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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
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1.5 .4 Pipe shall be tested hydrost
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1.9.3 Mass (weight) of the various
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Diameter (mm)Weight (approx) kgHeav
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1.9.3.11 Cast iron plugs:-Diameter
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1.12.7 Caulking may be done with pn
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2.5 Thrust Blocks2.5.1 In case of b
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2.9.3 Should any test of the pipe l
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CHAPTER NO.3CAST IRON PIPES AND SPE
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3.4.2.2 Cast iron flanged spigot:-R
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3.4.2.6 All flanged cast iron tees:
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Nominal diameterTable 2.3Refer Tabl
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Table No.3.8DimensionWall thickness
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CHAPTER NO. 4DUCTILE IRON PRESSURE
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Nominal Diameter Outer diameter of
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4.3.2.4 Where the coating material
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Nominal DiameterDN (mm)Table No. 4.
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4.7.2.3 Lengths of FittingsThe perm
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during the jointing operations. As
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CHAPTER NO.5:UNPLASTICIZED PVC PIPE
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NominaloutsideDiameter(Nominalsize)
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5.10 Handling and storage5.10.1 Bec
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a)b) Size of the fitting and the ap
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5.14.5 Trench Bottom5.14.5.1 The tr
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CHAPTER NO.6CAST IRON VALVES6.1 App
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efore painting. All exposed machine
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with the main. For large aqueduct p
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6.4.7 Nominal sizes :-6.4.7.1 The r
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Table No.6.6Material for different
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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
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7.10 Testing of Pipes :Following te
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Nominal BoreMinimum Outside Minimum
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7.15.2.2 Taper Screw Plug TestSocke
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Page 92 and 93: S.NoTolerance and ovality is given
Page 94 and 95: 8.7.2 The pipe shall be as uniform
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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
Page 116 and 117: 1592-2003. The tolerances on the in
Page 118 and 119: 10.5.2.5 Weight of cast iron plain
Page 120 and 121: 10.5.2.9 Weight of cast iron Plain
Page 122 and 123: 10.8.1.1 Width- The width of the tr
Page 124 and 125: 10.11.2 Cast Iron Detachable Joints
Page 126 and 127: shall be used between the straps an
Page 128 and 129: 10.18.9.1 After the test has been c
Page 130 and 131: CHAPTER NO- 11SALT GLAZED STONEWRE
Page 132 and 133: 11.3.2 Each pipe and fittings may a
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Page 136 and 137: 11.7.7 The joint with cast iron or
Page 138 and 139: CHAPTER NO- 12UNPLASTICIZED NON-PRE
Page 142 and 143: 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
Page 152 and 153: 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
Page 158 and 159: 13.11.4 The water shall be filled t
Page 160 and 161: Chapter - 14SEWER APPURTENANCES14.1
Page 162 and 163: 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
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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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