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

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8.7.2 The pipe shall be as uniform as commercially practicable in colour opacity,density and other physical properties as per relevant IS code or equivalentInternational Code. The inside surface of each pipe shall be free of scouring,cavities, bulges, dents, ridges and other defects that result in a variation ofinside diameter from that obtained on adjacent unaffected portions of thesurface. The pipe ends shall be cut clearly and perpendicular to the axis of thepipe.8.8 Marking :8.8.1 Each straight length of pipe shall be clearly marked in indelible ink/paint oneither end and for coil at both ends or hot embossed on white base every meterthroughout the length of pipe/coil with the following information:(a) Manufacturer's name/Trade-mark.(b) Designation of pipe(c) Lot number/Batch number.8.8.2 BIS Certification MarkingEach pipe may also be marked with Standard Mark.8.9 Testing of Pipe :8.9.1 HDPE pipes are subjected to following tests :-8.9.1.1 Internal pressure creep rupture test8.9.1.2 Longitudinal Revision Test8.9.1.3 Overall Migration Test8.9.1.4 Density8.9.1.5 Melt Flow Rate (MFR)8.9.16 Carbon Black Content and Dispersion8.10 Handling, Transportation storage and Lowering of pipes.8.10.1 If transportation of HDPE pipes from a distance greater than 300km than pipesshall be received only when bare coils of pipe have been wrapped with hessiancloth.8.10.2 The truck use for transportation of the PE pipes shall be exclusively used of PEpipes only with no other material loaded-especially no metallic, glass andwooden items. The truck shall not have sharp edges that can damage the pipe.8.10.3 At the time of opening coils it must be remembered that the coiled undertension and must be open in control manner. Straight length should be storedon horizontal racks giving continuous support. Loss/damages during transit,8.10.4 During handling, transportation, storage and lowering, all sections shall behandled by such means and in such a manner that no distortion or damage isdone to the section or to the pipes as a whole.8.10.5 Pipes must no be stored or transported where they are exposed to heatsources likely to exceed 60º C.Urban Administration & Development Department Page 92
8.10.6 Pipes shall be stored such that they are not in contact with direct sunlight,lubricating or hydraulic oils, petrol, solvents and other aggressive materials.8.10.7 Scores or scratches to a depth of greater than 10 % or more of wall thicknessare not permissible; any pipes having such defects should be strictly rejected.8.10.8 PE pipes should not be subjected to rough handling during loading andunloading operations. Rollers shall be used to move, drag the pipes across anysurface.8.10.9 Only polyester webbing slings should be used to lift heavy PE (>315mm) pipesby crane. Under no circumstances, chains, wire ropes and hooks be used onPE surface.8.10.10 Pipes shall not be dropped to avoid impact or bump. If any time duringhandling or during installation, any damage, such as gouge, crack or fractureoccurs, the pipe shall be repaired if so permitted by the competent authoritybefore installation.8.11 Lowering, Laying of pipes8.11.1 IS: 7634 shall be applicable. Before using the pipe following precautions/checkshall be taken.8.11.2 Each pipe shall be thoroughly checked for any damages before laying and onlythe pipes which are approved by the Engineer shall be laid.8.11.3 While installing the pipes in trenches, the bed of the trench should be level andfree from sharp edged stones. In most cases, the bedding is not required, aslong as the sharp and protruding stones are removed, by sieving the dug earth,before using the same as a backfill material. While laying in rocky areassuitable bed of sand or gravel should be provided. The fill to about 10 to 15 cmabove the pipe should be fine sand or screened excavated material. Wherehard rock is met with, bed concrete 15 cm thick of grade M-15 or 20 cm thicksand bed as approved by the engineer may be provided.8.11.4 As PE pipes are flexible, long lengths of fusion-jointed pipes having joints madeabove ground can be rolled or snaked into narrow trenches. Such trenches canbe excavated by narrow buckets.8.11.5 During the pipe laying of continuous fusion jointed systems, due care andallowance should be made for the movements likely to occur due to the thermalexpansion/contraction of the material. This effect is most pronounced at endconnections to fixed positions (such as valves etc.) and the branchconnections. Care should be taken in fixing by finishing the connections at atime the length of the pipe is minimal (lower temperature times of the day).8.11.6 For summer time installations with two fixed connection points, a slightly longerlength of PE pipe may be required to compensate for contraction of the pipe inthe cooler trench bottom.8.11.7 The final tie-in connections should be deferred until the thermal stability of thepipeline is achieved.8.11.8 The flexibility of polyethylene pipes allows the pipe to be cold bend. The fusionjointed PE pipe is also flexible as the plain pipe. Thus the total system enablesUrban Administration & Development Department Page 93
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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
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
Page 90 and 91: 7.20.2 All pipes and fittings shall
Page 92 and 93: S.NoTolerance and ovality is given
Page 96 and 97: directional changes within the tren
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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
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
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Page 132 and 133: 11.3.2 Each pipe and fittings may a
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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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