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

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Table 13.5(Refer Clause 8.2 IS 458 - 2003)S .No. DimensionsTolerancesi) Overall length ± 1 % of standard lengthii) Internal diameter of pipes:a) Up to and including 300 mm ± 3 mmb) Over 300 mm and up to and ± 5 mmincluding 600 mmC Over 600 mm ± 10 mmiii) Barrel wall thickness:a) Up to and including 30 mm + 2 mm- 1 mmb) Over 30 mm up to and including50 mm.+ 3 mm- 1.5 mmc) Over 50 mm up to and including + 4 mm65 mm.- 2 mmd) Over 65 mm up to and including80 mm.+ 5 mm- 2.5 mme) Over 80 mm up to and including95 mm.+ 6 mm- 3 mmf) Over 95 mm + 7 mm- 3.5 mm13.6 Sampling and inspection13.6.1 In any consignment, all the pipes of same class and size and manufacturedunder similar conditions of production shall be grouped together to constitute alot. The conformity of a lot to the requirements of this specification shall beascertained on the basis of tests on pipes selected from it.13.6.2 The number of pipes to be selected from the lot shall be in accordance withcolumn 1 and 2 of Table 9 of IS: 45813.6.3 Pipes shall be selected at random. In order to ensure randomness, all the pipesin the lot may be arranged in a serial order and starting from any pipe, everypart of N/n w13.6.4 All the pipes selected as per 13.6.3 shall be inspected for dimensionalrequirements, finish and deviation from straight.13.6.5 The number of pipes to be tested shall be selected in accordance with class9.1 of IS: 458. These pipes shall be selected from pipes that have satisfied therequirements mentioned in 12.6.4.13.6.6 A lot shall be considered as conforming to the requirements of IS: 458 if thefollowing conditions are satisfied.Urban Administration & Development Department Page 152
13.6.6.1 The number of defective pipes (those not satisfying one or more of therequirements for dimensions, finish and deviation from straight) shall not bemore than the permissible number given in column 3 of Table 9 of IS: 458.13.6.6.2 All the pipes tested for various tests satisfy corresponding requirements of thetests.13.6.6.3 In case the number of pipes not satisfying requirements of any one or moretests, one or two further sample of same size shall be selected and tested forthe test or tests in which failure has occurred. All these pipes shall satisfy thecorresponding requirements of the test.13.7 Marking :13.7.1 The following information shall be clearly marked either on pipe or on collar.13.7.2 Name of manufacturer:13.7.3 Class and size of pipe/collar;13.7.4 VIBRATED CAST PIPE (UNREINFORCED) ORVIBRATED CAST PIPE (REINFORCED) as may be applicable, for pipes: and13.7.5 Date of manufacture.13.7.6 Marking shall be clearly marked on outside only for pipes upto and including350mm internal diameter & both outside and inside for pipes above 350mminternal diameter. The information shall be clearly marked on the outside forcollars.13.7.8 Each pipe / collar may also be marked with the Standard Mark.13.8 Handling and laying of pipes(See Drawing No.-9)13.8.1 Reasonable care shall be exercised in loading, transporting and unloading ofconcrete pipes. Handling shall be such as to avoid impact. Gradual unloadingby inclined plane or by chain block is recommended.13.8.2 If the sides of the trench are not vertical, the toes of the side slopes shall end atthe top the pipe, and practically vertical sided trench shall be dug from thesedown to the sub grade.13.8.3 Trench shall be of sufficient width to provide a free working space on each sideof the pipe. The free working space shall be, preferably, not more than onethirdof the diameter of the pipe and not be less than 15cm on either side.13.8.4 Pipes shall be lowered into the trenches carefully. Mechanical appliances maybe used.13.8.5 Pipes shall be laid true to line and grade as specified.13.8.6 Laying of pipes shall always proceed upgrade on a slope. If the pipes havespigot and socket joints, the socket ends shall face upstream. In the case ofpipes, with joints to be made with loose collars, the collars shall be slipped onUrban Administration & Development Department Page 153
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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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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
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
Page 134 and 135: on each horizontal rail which is fi
Page 136 and 137: 11.7.7 The joint with cast iron or
Page 138 and 139: CHAPTER NO- 12UNPLASTICIZED NON-PRE
Page 140 and 141: 12.4 Dimensions of Pipes:12.4.1 Mea
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 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
Page 190 and 191: 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
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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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