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

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14.25.3 Brick Masonry Chamber : After fixing and testing gully and branch drain, a brickmasonry chamber 300 x 300mm (inside) in brick work of specified class incement mortar 1:4 (1 cement : 4 fine sand) shall be built with a half brick thickbrick work round the gully trap from the top of the bed concrete up to groundlevel. The space between the chamber wall and the trap shall be filled in thewith cement concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stoneaggregate 40mm nominal size). The upper portion of the chamber i.e. abovethe top level of the trap shall be plastered inside with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement. Thecorners and bottom of the chamber shall be rounded off so as to slope towardsthe grating.C.I. cover with frame 300 x 300 mm (inside) shall then be fixed on the top ofthe brick masonry with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) and rendered smooth. Thefinished top of cover shall be left about 4 cm above the adjoining ground levelso as to excluded the surface water from entering the gully trap.14.25.4 Measurement: The work shall be enumerated. Excavation shall be measuredseparately under relevant item of earth work.14.25..5 Rate : The rate shall include the cost of materials and labour involved in all theoperations described above, except earth work which shall be paid forseparately.14.26 Measurement14.26.1 Manhole shall be enumerated under relevant items. The depth of the manholeshall be reckoned from the top level of C.I. cover to the invert level of channel.The depth shall be measured correct to a cm. The extra depth shall bemeasured and paid as extra over the specified depth.14.26.2 The manhole covers shall be enumerated under relevant items.14.27 RatesThe rate shall include the cast of the material and labour involved in all theoperation described in the item.Urban Administration & Development Department Page 174
CHAPTER NO.15CIVIL WORKS FOR WATER SUPPLY AND SEWERAGE15.1 Applicable codesThe earth work, steel, cement, bricks sand & aggregates etc shall comply withall currently applicable statutes, regulations, standards and codes. In particularthe following standards, unless otherwise specified herein, shall be referred. Inall cases, the latest revision of the standards/codes shall be referred to. OtherIS: Codes not specifically mentioned here but pertaining to the use of earthwork, steel, cement, bricks sand & aggregates etc pipes, fittings & specialsshall be part of this specification.Table No. 15.1IS Code NumberTitleIS 1200 (Pt.1) : 1992Method of measurement of earth workReaffirmed 1997IS 1200 (Pt.27)Method of measurement of earth work(by Mechanical Appliances)IS 1786SteelIS 269Ordinary Portland cementIS 1077 : 1992 Reaffirmed 2002 Common burnt clay building BricksIS 4081Safety code for Blasting & relateddrilling operationsIS 3764 : 1992 Reaffirmed 1996 Excavation work Code of safetyIS 2062 : 1999 Reaffirmed 2004 Steel for General Structural PurposesIS 1542 : 1992 Reaffirmed 2003 Sand for plasterIS 383 : 1970 reaffirmed 2002 Coarse and Fine aggregates fromnatural sources for concrete15.2 Definitions15.2.1 Deadmen or Tell tales: Mounds of earth left undisturbed in pits dug out forborrowing earth.15.2.2 Lead : All distances shall be measured over the shortest practical route and notnecessarily the route actually taken. Route other than shortest practical routemay be considered in cases of unavoidable circumstances and approved byengineer-in-charge along with reasons in writing.15.2.3 Carriage by manual labour shall be reckoned in units of 50 meters or partthereof.15.2.4 Carriage by animal and mechanical transport shall be reckoned in one km. unit.Distances of 0.5 km. or more shall be taken as 1 km. and distance of less than0.5 km. shall be ignored. However, when the total lead is less than 0.5 km., itwill not be ignored but paid for separately in successive stages of 50 meterssubject to the condition that the rate worked on this basis does not exceed therate for initial lead of 1 km. by mechanical/animal transport.Urban Administration & Development Department Page 175
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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
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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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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 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 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 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
Page 204 and 205: 17.7 Development of tube-well with
Page 206 and 207: 17.13.4 Fine enough to prevent the
Page 208 and 209: (iv) No. of slots per m 429(v) % Ar
Page 210 and 211: Annexure: ADRILLING OF TUBE WELL1.
Page 212 and 213: particularly those having clay or s
Page 214 and 215: 5.3.2 The shape of the openings sho
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Page 218 and 219: STRATACHATANNEXURE-2Mohalla/BastiNa
Page 220 and 221: LocationApparentResistivelyAB/2Inte
Page 222 and 223: GRAVEL PACKED TUBE WELLSGAVEL PACKE
Page 224 and 225: 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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