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

More documents

Recommendations

Info

LocationApparentResistivelyAB/2Interpretation ReportPossible Strata expected at the spotS.No.Possible StrataFormDepth below Ground LevelToRemarkRecommendation :-Signature of GeohyrologistUrban Administration & Development Department Page 218
YIELD TEST OF TUBE WELLSANNEXURE-4Name of Contractor ..Mohalla/BastiDate Sheet of field measurementS.No. Time <strong>Water</strong> level in the tube wellmeasured from top of casing pipe123Discharge oftube wellSignature of Signature of Signature ofContractor Sub-Engineer Assistant EngineerUrban Administration & Development Department Page 219
Page 1 and 2:
GOVERNMENT OF MADHYA PRADESHDEPARTM
Page 4 and 5:
Branch(i) A special form of cast ir
Page 6 and 7:
A valve in which the closure to an
Page 8 and 9:
Sullage waste Water:Spent water fro
Page 10 and 11:
Laying:The approximate positions of
Page 12 and 13:
CHAPTER NO.1CAST IRON SOCKET AND SP
Page 14 and 15:
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 22 and 23:
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 38 and 39:
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 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 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
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 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
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
Page 216 and 217: 5.7.3.6.1 The contractor shall deve
Page 218 and 219: STRATACHATANNEXURE-2Mohalla/BastiNa
Page 222 and 223: GRAVEL PACKED TUBE WELLSGAVEL PACKE
Page 224 and 225: HAND PUMP PLATEFORMUrban Administra
Page 226 and 227: Urban Administration & Development
Page 250: Urban Administration & Development
show all

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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?