Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Polythene water storage tank of mark (e.g sintex/sinter/himgiri / gangotietc)with cover and locking system.(M079) |
| 2 | GI Pipe 50 mm dia (TATA or equivalent make)(M193) |
| 3 | Jute(M337) |
| 4 | G.M. Ferrules (M922) |
| 5 | (i) 8 mm dia Wt. not less than 400 gms |
| 6 | (ii) 10 mm dia Wt. not less than 400 gms |
| 7 | (iii) 15 mm dia Wt. not less than 400 gms |
| 8 | (iv) 20 mm dia Wt. not less than 600 gms |
| 9 | (v) 25 mm dia Wt. not less than 900 gms |
| 10 | Stop Cocks (M923) |
| 11 | (i) 15 mm brass stop cock wt. not less than 300 gms |
| 12 | (ii) 20 mm brass stop cock wt. not less than 400 gms |
| 13 | (iii) 25 mm brass stop cock wt. not less than 575 gms |
| 14 | (iv) 32 mm brass stop cock wt. not less than 850 gms |
| 15 | (v) 40 mm brass stop cock wt. not less than 1.15 kg |
| 16 | (vi) 50 mm brass stop cock wt. not less than 2.15 kg |
| 17 | (vii) 15 mm dia C.I. Body brass working part stop cock. |
| 18 | (viii) 20 mm dia C.I. Body brass working part stop cock. |
| 19 | (ix) 25 mm dia C.I. Body brass working part stop cock. |
| 20 | G.M. Full way Valve (M924) |
| 21 | (i) 15 mm dia wt. not less than 300 gms without wheel |
| 22 | (ii) 20 mm dia wt. not less than 400 gms without wheel |
| 23 | (iii) 25 mm dia wt. not less than 500 gms without wheel |
| 24 | (iv) 32 mm dia wt. not less than 700 gms without wheel |
| 25 | (v) 40 mm dia wt. not less than 1.0 kg without wheel |
| 26 | (vi) 50 mm dia wt. not less than 1.4 kg without wheel |
| 27 | (vii) 65 mm dia wt. not less than 1.8 kg without wheel |
| 28 | (viii) 80 mm dia wt. not less than 2.5 kg without wheel |
| 29 | G.M. NON RETURN VALVE VERTICLE (M925) |
| 30 | (i) 15 mm dia wt. not less than 150 gms |
| 31 | (ii) 20 mm dia wt. not less than 250 gms |
| 32 | (iii) 25 mm dia wt. not less than 375 gms |
| 33 | (iv) 32 mm dia wt. not less than 600 gms |
| 34 | (v) 40 mm dia wt. not less than 700 gms |
| 35 | (vi) 50 mm dia wt. not less than 1.0 kg |
| 36 | (vii) 65 mm dia wt. not less than 1.20 kg |
| 37 | (viii) 80 mm dia wt. not less than 1.50 kg |
| 38 | (ix) 100 mm dia wt. not less than 1.80 kg |
| 39 | G.M. Non Return Valve Horizontal (M926) |
| 40 | (i) 15 mm dia wt. not less than 150 gms |
| 41 | (ii) 20 mm dia wt. not less than 250 gms |
| 42 | (iii) 25 mm dia wt. not less than 375 gms |
| 43 | (iv) 32 mm dia wt. not less than 600 gms |
| 44 | (v) 40 mm dia wt. not less than 700 gms |
| 45 | (vi) 50 mm dia wt. not less than 1.0 kg |
| 46 | (vii) 65 mm dia wt. not less than 1.20 kg |
| 47 | (viii) 80 mm dia wt. not less than 1.50 kg |
| 48 | (ix) 100 mm dia wt. not less than 1.80 kg |
| 49 | COCKs (M927) |
| 50 | (i) 15 mm dia G.M. bib cock wt. not less than 300 gms |
| 51 | (ii) 15 mm dia brass bib cock wt. not less than 400 gms |
| 52 | (iii) 15 mm dia C.I. bib cock wt. not less than 400 gms |
| 53 | (iv) 15 mm dia C.I. Body brass working part spray painted bib cock wt. not less than 400 gms |
| 54 | (v) 15 mm dia C.I. Brass pillar cock cock wt. not less than 400 gms |
| 55 | (vi) 15 mm C.I. Plug cock ordinary |
| 56 | (vii) 15 mm C.I. push cock ordinary |
| 57 | CHROMIUM PLATED BRASS FITTINGS (M928) |
| 58 | (i) C.P. Shower rose 100 mm dia |
| 59 | (ii) C.P. Shower rose 125 mm dia |
| 60 | (iii) P.V.C. Shower rose 150 mm dia |
| 61 | (iv) P.V.C Shower rose 125 mm dia |
| 62 | CONNECTION PIPE (M929) |
| 63 | (i) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. |
| 64 | (ii) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. |
| 65 | (iii) 15 mm dia x 30 cm. long PVC connection pipe with brass fittings. |
| 66 | (iv) 15 mm dia x 45 cm. long PVC connection pipe withbrass fittings. |
| 67 | G.I. FITTINGS (CONFORMING TO I.S. -1879 ) ISI Marked(M930) |
| 68 | [A] G.I. BEND |
| 69 | (i) 15 mm |
| 70 | (ii) 20 mm |
| 71 | (iii) 25 mm |
| 72 | (iv) 32 mm |
| 73 | (v) 40 mm |
| 74 | (vi) 50 mm |
| 75 | (vii) 65 mm |
| 76 | (viii) 80 mm |
| 77 | (ix) 100 mm |
| 78 | (x) 125 mm |
| 79 | (xi) 150 mm |
| 80 | [B] ELBOW OF THE FOLLOWING SIZES |
| 81 | (i) 15 mm |
| 82 | (ii) 20 mm |
| 83 | (iii) 25 mm |
| 84 | (iv) 32 mm |
| 85 | (v) 40 mm |
| 86 | (vi) 50 mm |
| 87 | (vii) 65 mm |
| 88 | (viii) 80 mm |
| 89 | (ix) 100 mm |
| 90 | (x) 125 mm |
| 91 | (xi) 150 mm |
| 92 | [C] TEE PLAIN OF THE FOLLOWING SIZES |
| 93 | (i) 15 mm |
| 94 | (ii) 20 mm |
| 95 | (iii) 25 mm |
| 96 | (iv) 32 mm |
| 97 | (v) 40 mm |
| 98 | (vi) 50 mm |
| 99 | (vii) 65 mm |
| 100 | (viii) 80 mm |
| 101 | (ix) 100 mm |
| 102 | (x) 125 mm |
| 103 | (xi) 150 mm |
| 104 | [D] REDUCING TEE PLAIN OF THE FOLLOWING SIZES(Taking larger dimension) |
| 105 | (i) 20 mm |
| 106 | (ii) 25 mm |
| 107 | (iii) 32 mm |
| 108 | (iv) 40 mm |
| 109 | (v) 50 mm |
| 110 | (vi) 65 mm |
| 111 | (vii) 80 mm |
| 112 | (viii) 100 mm |
| 113 | (ix) 125 mm |
| 114 | (x) 150 mm |
| 115 | [E] SOCKET PLAIN OF THE FOLLOWING SIZE (Taking larger dimension) |
| 116 | (i) 15 mm |
| 117 | (ii) 20 mm |
| 118 | (iii) 25 mm |
| 119 | (iv) 32 mm |
| 120 | (v) 40 mm |
| 121 | (vi) 50 mm |
| 122 | (vii) 65 mm |
| 123 | (viii) 80 mm |
| 124 | (ix) 100 mm |
| 125 | (x) 125 mm |
| 126 | (xi) 150 mm |
| 127 | [F] REDUCING SOCKET PLAIN OF THE FOLLOWING SIZES (Taking larger dimension) |
| 128 | (i) 20 mm |
| 129 | (ii) 25 mm |
| 130 | (iii) 32 mm |
| 131 | (iv) 40 mm |
| 132 | (v) 50 mm |
| 133 | (vi) 65 mm |
| 134 | (vii) 80 mm |
| 135 | (viii) 100 mm |
| 136 | (ix) 125 mm |
| 137 | (x) 150 mm |
| 138 | [G] UNION SOCKET OF THE FOLLOWING SIZES |
| 139 | (i) 15 mm |
| 140 | (ii) 20 mm |
| 141 | (iii) 25 mm |
| 142 | (iv) 32 mm |
| 143 | (v) 40 mm |
| 144 | (vi) 50 mm |
| 145 | (vii) 65 mm |
| 146 | (viii) 80 mm |
| 147 | (ix) 100 mm |
| 148 | (x) 125 mm |
| 149 | (xi) 150 mm |
| 150 | [H] PLUGS OF THE FOLLOWING SIZES |
| 151 | (i) 15 mm |
| 152 | (ii) 20 mm |
| 153 | (iii) 25 mm |
| 154 | (iv) 32 mm |
| 155 | (v) 40 mm |
| 156 | (vi) 50 mm |
| 157 | (vii) 65 mm |
| 158 | (viii) 80 mm |
| 159 | (ix) 100 mm |
| 160 | (x) 125 mm |
| 161 | (xi) 150 mm |
| 162 | [I] JAM NUTS OF THE FOLLOWING SIZES |
| 163 | (i) 15 mm |
| 164 | (ii) 20 mm |
| 165 | (iii) 25 mm |
| 166 | (iv) 32 mm |
| 167 | (v) 40 mm |
| 168 | (vi) 50 mm |
| 169 | (vii) 65 mm |
| 170 | (viii) 80 mm |
| 171 | (ix) 100 mm |
| 172 | (x) 125 mm |
| 173 | (xi) 150 mm |
| 174 | [J] G.I. NIPPLE OF THE FOLLOWING SIZES |
| 175 | (i) 15 mm dia x 100 mm long |
| 176 | (ii) 20 mm dia x 100 mm long |
| 177 | (iii) 25 mm dia x 100 mm long |
| 178 | (iv) 32mm dia x 100 mm long |
| 179 | (v) 40 mm dia x 100 mm long |
| 180 | (vi) 50 mm dia x 100 mm long |
| 181 | (vii) 65 mm dia x 100 mm long |
| 182 | (viii) 80 mm dia x 100 mm long |
| 183 | (ix) 100 mm dia x 100 mm long |
| 184 | [K] G.I. PIPES MIDIUM(Tata mark) OR EQUIVALENT as per IS-1239 (part-01)/2004 ISI Marked/Medium Quality |
| 185 | (i) 15 mm dia |
| 186 | (ii) 20 mm dia |
| 187 | (iii) 25 mm dia |
| 188 | (iv) 32 mm dia |
| 189 | (v) 40 mm dia |
| 190 | (vii) 65 mm dia |
| 191 | MIRRORS(M931) |
| 192 | (a) Mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingC.P. brass revolving fittings 3 mm plywood boardand C.P. hinges etc.to fix the mirror |
| 193 | (b) -do- 450 mm x 300 mm -do- |
| 194 | (a) Glass shelf 600 mm x 125 mm with C.P. brass rail (M932) |
| 195 | (b) -do- 450 mm x 125 mm -do- |
| 196 | (a) C.P. Brass towel rail 20 mm x 600 mm with bracket all complete(M933) |
| 197 | (b) Anodized aluminum 20 mm x 600 mm towel rail complete with brackets |
| 198 | C.P. brass soap dish medium quality with screw andhinges etc. (M934) |
| 199 | C.P. liquid soap solution holder(M935) |
| 200 | VITREOUS WHITE GLAZED INDIAN WATER CLOSET OF Hindustan / Parry Ware / Cera / Naycer or anyotherequivalent make(M936) |
| 201 | (a) 580 mm long |
| 202 | (b) 510 mm long |
| 203 | (c) 450 mm long |
| 204 | (d) 510 mm long White glazed fiber I.W.C |
| 205 | PAIR OF VETREOUS WHITE GLAZED FOOT REST OF Hindustan / Parryware / Cera / Naycer or any other equivalent make(M937) |
| 206 | 15 liters capacity pull and let go high level C.I. cistern complete with ball cock and a pair of bracket(M938) |
| 207 | (a) 12.5 liters lowdown C.I. Cistern(M939) |
| 208 | (b) 10.0 liters capacity P.V.C. low design cistern |
| 209 | (a) White Glazed vitreous E.W.C with \"P\" trap orany other equivalent make. (M940) |
| 210 | (b) E.W.C with \"S\" trap 400 mm high of Hindustan / Parry ware / Cera / Naycear or any other equivalent make |
| 211 | (c) Black / white plastic seat for E.W.C -do- as above. |
| 212 | (a) White glazed vitreous earthen were urinal flat back of Hindustan / Parryware / Cera / Naycer or any other equivalent make 600 mm x 350 mm size. (M941) |
| 213 | (b) -do- squatting small 450 mm x 350 mm |
| 214 | (c) -do- squatting large 600 mm x 350 mm |
| 215 | (d) White glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm Hindustan / Parryware /Cera / Naycer or any other equivalent make |
| 216 | (e) Partition plate for urinal 25\" x 13\" size |
| 217 | (f) 5 liters C.I. automatic cistern with all P.V.C fittings |
| 218 | White glazed vitreous Wash Hand Basin 550 mm x 400mm size of Hindustan / Parryware / Cera / Naycer or any otherequivalent make.(M942) |
| 219 | White glazed vitreous earthen ware kitchensinks of Hindustan / Parryware / Cera / Nayceror any other equivalent make(M943) |
| 220 | (a) Kitchen sink 600 mm x 450 mm x 200 mm (24\" x 18\" x 8\") |
| 221 | (b) Kitchen sink 600 mm x 450 mm x 250 mm (24\" x 18\" x 10\") |
| 222 | (c) Lab sink 450 mm x 300 mm x 150 mm (18\" x 12\" x 6\") |
| 223 | (d) Lab sink 300 mm x 250 mm x 150 mm (12\" x 10\" x 6\") |
| 224 | DRAIN BOARD. (M944) |
| 225 | (a) 600 mm x 450 mm (24\" x 18\") |
| 226 | (b) 525 mm x 450 mm (21\" x 18\") |
| 227 | H.C.I. Pipes (M945) |
| 228 | (a) 50 mm dia single socket 6\"-0\" (with ear weight 13 kg) |
| 229 | (b) 80 mm dia single socket 6\"-0\" (with ear weight 18 kg) |
| 230 | (c) 100 mm dia single socket 6\"-0\" (with ear weight 23 kg) |
| 231 | (d) 150 mm dia single socket 6\"-0\" (with ear weight 30 kg) |
| 232 | (e) 50 mm dia double socket 6\"-0\" (with ear weight 14 kg) |
| 233 | (f) 80 mm dia double socket 6\"-0\" (with ear weight 19 kg) |
| 234 | (g) 100 mm dia double socket 6\"-0\" (with ear weight 25 kg) |
| 235 | (h) 150 mm dia double socket 6\"-0\" (with ear weight 13 kg) |
| 236 | (i) 50 mm dia single socket 3\"-0\" (with ear weight 7.25 kg) |
| 237 | (j) 80 mm dia single socket 3\"-0\" (with ear weight 10.5 kg) |
| 238 | (k) 100 mm dia single socket 3\"-0\" (with ear weight 13.75 kg) |
| 239 | (l) 150 mm dia single socket 3\"-0\" with ear |
| 240 | (m) 50 mm dia single socket 2\"-0\" (with ear weight 5.35 kg) |
| 241 | (n) 80 mm dia single socket2\"-0\" (with ear weight 8.00 kg) |
| 242 | (o)100 mm dia single socket 2\"-0\"(with ear weight 10.10 kg) |
| 243 | (p) 150 mm dia single socket 2\"-0\" with ear |
| 244 | (q) 50 mm dia single socket 1\"-0\" (with ear weight 3.4 kg) |
| 245 | (r) 80 mm dia single socket 1\"-0\"(with ear weight 5.50 kg) |
| 246 | (s) 100 mm dia single socket 1\"-0\"(with ear weight 7.60 kg) |
| 247 | (t) 150 mm dia single socket |
| 248 | H.C.I. FITTINGS. (M946) |
| 249 | (I) Plain bend of following size |
| 250 | (a) 50 mm dia (weight without ear and socket 2.75 kg) |
| 251 | (b) 80 mm dia (weight without ear and socket 3.5 kg) |
| 252 | (c) 100 mm dia (weight without ear and socket 4.5 kg) |
| 253 | (d) 150 mm dia (weight without ear and socket 4.5 kg) |
| 254 | (II) Bend with door with following size |
| 255 | (a) 50 mm dia (Wight without ear and socket 2.75 kg) |
| 256 | (b) 80 mm dia (Wight without ear and socket 4.00 kg) |
| 257 | (c) 100 mm dia -do- 5.5 kg |
| 258 | (d) 150 mm dia -do- |
| 259 | (III) Single Junction with door of followings sizes. |
| 260 | (a) 50 mm dia (weight without ear and socket 3.75 kg) |
| 261 | (b) 80 mm dia (weight without ear and socket 6.50 kg) |
| 262 | (c) 100 mm dia -do- 9.50 kg |
| 263 | (d) 150 mm dia -do- |
| 264 | (IV) Double junction with door of following sizes. |
| 265 | (a) 50 mm dia -do- 4.5 kg |
| 266 | (b) 80 mm dia -do- 7.00 kg |
| 267 | (c) 100 mm dia -do- 13.00 kg |
| 268 | (d) 150 mm dia -do- |
| 269 | (V) Heel rest bend of following sizes |
| 270 | (a) 50 mm dia |
| 271 | (b) 80 mm dia |
| 272 | (c) 100 mm dia |
| 273 | (d) 150 mm dia |
| 274 | (VI) Cowel of following sizes |
| 275 | (a) 50 mm dia (weight without ear and socket 2.25 kg) |
| 276 | (b) 80 mm dia (weight without ear and socket 3.25 kg) |
| 277 | (c) 100 mm dia (weight without ear and socket 3.25 kg) |
| 278 | (d) 150 mm dia -do- |
| 279 | (VII) 100 mm dia \"P\" trap (wt without ear and socket)8.5 kg |
| 280 | (VIII) 100 mm dia \"P\" trap (wt without ear and socket)8.8 kg |
| 281 | (IX) 100 mm x 80 mm floor trap (weight without ear and socket) 4.00 kg |
| 282 | (X) Pass over 50 mm x 150 mm for 50 mm projection |
| 283 | (XI) -Do- 100 mm x 150 mm for 100 mm projection |
| 284 | (XII) Inverted Junction single 100 mm x 50 (weight without ear and socket) 9.0 kg |
| 285 | (XIII) Inverted Junction double 100 mm x 50 mm x 50 mm(weight without ear and socket) 12.0 kg |
| 286 | (XIV) H.C.I. offset 80 mm projection of the following Size |
| 287 | (a) 50 mm dia (weight without ear and socket) 2.75 kg |
| 288 | (b) 80 mm dia -do- 3.50 kg |
| 289 | (c) 100 mm dia -do- 5.00 kg |
| 290 | (d) 150 mm dia -do- |
| 291 | (XV) H.C.I. Socket of following sizes |
| 292 | (a) 50 mm dia (weight without ear) 1.50 kg |
| 293 | (b) 80 mm dia (weight without ear) 3.00 kg |
| 294 | (c) 100 mm dia (weight without ear) 4.50 kg |
| 295 | (d) 150 mm dia (weight without ear) -do- |
| 296 | C.I. Cover with frame for manhole and inspection chamber.(M947) |
| 297 | (a) 600 mm x 450 mm size (wt. 39 kg) |
| 298 | (b) 600 mm x 450 mm size (wt. 25 kg) |
| 299 | (c) 500 mm x 450 mm size (wt. 25 kg) |
| 300 | C.I. Bracket pair for W.H.B. (M948) |
| 301 | (a) 550 mm x 400 mm size (22\" x 16\") |
| 302 | (b) -do- for 12.5 liter cistern |
| 303 | (c) -do- for 600 mm x 450 mm (24\" x 18\") sink |
| 304 | (d) 40 mm x 60 mm MS Plate bracket for sink as above |
| 305 | (a) 32 mm (1 1/4\") C.P. Brass waste for W.H.B (M949) |
| 306 | (b) 40 mm (1 1/2\") C.P. Brass waste for W.H.B for sink |
| 307 | (c) 32 mm (1 1/4\") C.P. waste of white metal |
| 308 | (d) 40 mm (1 1/2\") C.P. waste of white metal |
| 309 | (a) 32 mm (1 1/4\") P.V.C. waste pipe 750 mm long (2\"6\" long) withbrass Union for W H B(M950) |
| 310 | (b) 40 mm (1 1/2\") P.V.C. waste pipe 750 mm long(2\"6\" long)with brass Union for W H B |
| 311 | 32 mm (1 1/4\") P.V.C. telescopic flush pipe with brass union for high level cistern(M951) |
| 312 | Rubber Inserttion 3 mm (1/8\") thick(M952) |
| 313 | Pig Lead(M953) |
| 314 | Yarn(M954) |
| 315 | Rubber Gasket for C.I pipe of Good quality (M955) |
| 316 | (a) 80 mm |
| 317 | (b)100 mm |
| 318 | (c)125 mm |
| 319 | (d)150 mm |
| 320 | (e)200 mm |
| 321 | (f)250 mm |
| 322 | (g)300 mm |
| 323 | (h)350 mm |
| 324 | (i)400 mm |
| 325 | (j)450 mm |
| 326 | (k)500 mm |
| 327 | (l)600 mm |
| 328 | (m)700 mm |
| 329 | (n)750 mm |
| 330 | (o)800 mm |
| 331 | (p)900 mm |
| 332 | (q)1000 mm |
| 333 | (r)1200 mm |
| 334 | Cotton waste(M956) |
| 335 | Asbestos Suta (gland packing)(M957) |
| 336 | Solvent Cement(M958) |
| 337 | Hydrocloric acid (Sepecific gravity 1.20)(M959) |
| 338 | CP & PVC Fitting (M960) |
| 339 | (i)32 mm dia C.P. Waste |
| 340 | (ii)32 mm dia PV C waste pipe 750 mm long with coupling |
| 341 | (iii)40 mm dia C.P. waste |
| 342 | (iv 40 mm dia PVC waste pipe 750 mm long with coupling |
| 343 | (v 100 mm dia steel jali |
| 344 | (vi)15 mm dia C.P. nipple with coupling (short pieces) |
| 345 | (vii)50 mm dia PVC pipe with coupling |
| 346 | Special type of C.P. Bath room fittings for V.I.P.buildings(JAL, Jaquar, Marc or equivalent mark)(M961) |
| 347 | (i) Pillar Cock (ISI) |
| 348 | (ii) Pillar Cock (Long neck) |
| 349 | (iii) Bib Cock (ISI) |
| 350 | (iv) Bib Cock (Long Thread) |
| 351 | (v) Angular Stop Cock |
| 352 | (vi) Angular Stop Cock (Long Thread) |
| 353 | (vii) Concealed stop cock reduce (ISI) |
| 354 | (viii) Concealed stop Cock heavy-duty extra adjustable wall flange |
| 355 | (ix) Long Body Bib Cock |
| 356 | (x) Swan Neck Tap with left hand Operating Knob |
| 357 | (xi) Central hole basin mixer (Best Quality) |
| 358 | (xii) Wall mixer with telephonic shower arrangement |
| 359 | (xiii) Wall mixer with provision for over head shower with elbow coupling and well flange |
| 360 | (xiv) Wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange |
| 361 | (xv) Sink mixer with swinging casted spout |
| 362 | (xvi) Sink Cock with swinging casted spout |
| 363 | (xvii) 4 - way diverter for concealed fittings |
| 364 | (xviii) Pressure adjustable shower with revolving joint |
| 365 | (xix) Telephone shower with flexible pipe |
| 366 | (xx) Flush Cock with wall flange (25 mm) |
| 367 | (xxi) Towel Rail 24\" |
| 368 | (xxii) Towel Ring |
| 369 | (xxiii) Soap dish |
| 370 | (xxiv) Tumbler Holder |
| 371 | (xxv) Toilet Paper Holder |
| 372 | (xxvi) Glass Shelf 22\" |
| 373 | (xxvii) Corner glass shelf with bracket |
| 374 | (xxviii) Flush Valve complete with 32 mm size controlcock & flange |
| 375 | C.I Special & PVC Pipes (M962) |
| 376 | 1. C.I double shocketted fittings bend such as bend, tee, taper, |
| 377 | (a) 80-200 mm |
| 378 | (b) 250-700 mm |
| 379 | (c) 700-1000 mm |
| 380 | 2. C.I double flange fittings such as tee, taper, tailpiece,bend etc |
| 381 | (a) 80-200 mm |
| 382 | (b) 250-700 mm |
| 383 | (c) 700-1000 mm |
| 384 | Spare parts of Hand Pump |
| 385 | Hexagonal Bolt M12x1.75x40mm long common to Marks II & III (M963) |
| 386 | Hexagonal Nut M12x1.75mm(M964) |
| 387 | Washer M12 (2.5mm thick)(M965) |
| 388 | High tensile bolt M10x1.5x40mm long.(M966) |
| 389 | Nyloc Nut M10x1.5mm(M967) |
| 390 | Handle Axle (Stainless Steel)(M968) |
| 391 | Washer for Handle Axle (4mm thick)(M969) |
| 392 | Ball Bearing 6204 Z(M970) |
| 393 | Spacer for Handle.(M971) |
| 394 | Chain with coupling.(M972) |
| 395 | Hexagonal Bolt for front Cover M12x1.75mm long.(M973) |
| 396 | Nitrile Rubber cup washer for Mark – II & III(M974) |
| 397 | Nitrile Sealing ring Mark – II (M975) |
| 398 | Nitrile Rubber Seating Big for Lower valve Mark-II (M976) |
| 399 | Nitrile Rubber Seating Small for Upper valve Mark-II.(M977) |
| 400 | Hexagonal rod coupling M12x1.75x50mm long.(M978) |
| 401 | Pump Head Assembly (G.I.) with front cover, Bolt & third plate.(M979) |
| 402 | Front cover (G.I.)(M980) |
| 403 | Handle Assembly (G.I.)(M981) |
| 404 | (a) Water Tank Assemblyfor Mark – II (G.I.)(M982) |
| 405 | (b) Water Tank Assembly for Mark – III (VLOM-65) |
| 406 | Stand Assembly (G.I.) Normal.(M983) |
| 407 | Stand Assembly (Telescopic) (G.I).(M984) |
| 408 | Connecting Rod 3mtr. Long with coupling and nut (Electrogalvanized)(M985) |
| 409 | a) Cylinder Assembly complete set for Mark-II(M986) |
| 410 | b) Cylinder Assembly complete set for Mark-III (VLOM-65) |
| 411 | a) Upper valve Assembly complete set for India Mark-II(M987) |
| 412 | b) Upper valve Assembly complete set for India Mark-III (VLOM-65) |
| 413 | a) Lower valve Assembly complete set for India Mark-II(M988) |
| 414 | b) Lower valve Assembly complete set for IM-III |
| 415 | Reducer Cap for Cylinder Mark-II (M989) |
| 416 | a) Plunger Rod (S.S.) for Mark – II (M990) |
| 417 | b) Plunger Rod (S.S.) for Mark – III |
| 418 | Upper valve Guide (G.M.).(M991) |
| 419 | Rubber Seat Retainer for Mark-II(M992) |
| 420 | Third Plate for Head Assembly (Galanized)(M993) |
| 421 | Cylinder Body with brass liner for IM-II with reducer cap for Top and Bottom.(M994) |
| 422 | Gun Metal Spacer.(M995) |
| 423 | Check valve Guide Mark-II(M996) |
| 424 | a) Check Valve Seat for Mark – II (M997) |
| 425 | b) Check Valve Seat for Mark – III |
| 426 | Nitrile Rubber “O” ring (VLOM-65)(M998) |
| 427 | Push Rod for Mark – III (S.S).(M999) |
| 428 | Check Nut for Push Rod (S.S.). (M1000) |
| 429 | Nitrile Rubber Cup Washer for VLOM-50(M1001) |
| 430 | Nitrile Rubber Sealing Ring for Mark – III VLOM-65(M1002) |
| 431 | Nitrile Rubber Seating Big for Lower Valve MK-II (M1003) |
| 432 | Nitrile Rubber Seating Big for Lower Valve M-III VLOM-65)(M1004) |
| 433 | Nitrile Rubber Bobbin VLOM-50(M1005) |
| 434 | Nitrile Rubber “O” Ring VLOM-50(M1006) |
| 435 | Nitrile Rubber cone for VLOM-50(M1007) |
| 436 | Nitrile Rubber cone for VLOM-65(M1008) |
| 437 | Nitrile Rubber Centralizer 150mm for (VLOM-65).(M1009) |
| 438 | Nitrile Rubber Centralizer 125mm for (VLOM-65).(M1010) |
| 439 | Nitrile Rubber Centralizer 150mm for (VLOM-50).(M1011) |
| 440 | Nitrile Rubber Centralizer 125mm for VLOM-50(M1012) |
| 441 | Nitrile Rubber Centralizer 100mm for VLOM-50(M1013) |
| 442 | Water Tank Assembly Mark – III VLOM-50(M1014) |
| 443 | Cylinder Assembly Complete set for Mark – III (VLOM-50)(M1015) |
| 444 | Upper valve Assembly complete set for IM-III (VLOM-50)(M1016) |
| 445 | Lower valve Assembly complete set for IM-III (VLOM-50)(M1017) |
| 446 | a) Upper Cap Cylinder Mark – III (VLOM-65) (M1018) |
| 447 | b) Upper Cap Cylinder Mark – III (VLOM-50) |
| 448 | a) Bottom Cap for Mark – III (VLOM-50)(M1019) |
| 449 | b) Bottom Capfor Mark – III (VLOM-65) |
| 450 | Follower for IM-III (M1020) |
| 451 | Cage for Mark-III(M1021) |
| 452 | S.S. Hexagonal Bolt M-6x25mm long.(M1022) |
| 453 | Basic rate of standard I.S.I. mark Deep Well Hand Pump for India mark-2, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe.(M1023) |
| 454 | Basic rate of UPVC pipe 125mm dia conforming to I.S.I. latest revision is 12818/2016 CML No. 5543459(M1024) |
| 455 | Basic rate of 32mm G.I. pipe in 3 mtrs. Length (medium) with seamless socket as per relevent B.I.S. specificationIS 1239(PART-I)/2004(M1025) |
| 456 | Providing and Supplying of ISI standardDI specials & fitting with sealing rubber gasket of SBR, complete with cast Iron follower gland & MS nut bolts coated or otherwise protected from rusting and suitable for DI pipescomplete as per IS-9523 class K-12 ( ex factoryrates ) inspection charge transportation ,CP extra.(M1027) |
| 457 | Socketed |
| 458 | 100 -150 mm dia |
| 459 | 200-300mm dia |
| 460 | 350-450mm dia |
| 461 | 500-600mm dia |
| 462 | 700 mm dia |
| 463 | 800 mm dia |
| 464 | 900 mm dia |
| 465 | 1000 mm dia |
| 466 | 1100 mm dia |
| 467 | 1200 mm dia |
| 468 | Flanged |
| 469 | 100 -150 mm dia |
| 470 | 200-300 mm dia |
| 471 | 350-450mm dia |
| 472 | 500-600mm dia |
| 473 | 700 mm dia |
| 474 | 800 mm dia |
| 475 | 900 mm dia |
| 476 | 1000 mm dia |
| 477 | 1100 mm dia |
| 478 | 1200 mm dia |
| 479 | RCC ESR (M1030) |
| 480 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging Consisting of columns, internal and External bracings spaced vertically not More than 4.5 metres centre to centre for ESR having capacity upto 500 cum and Not more than 6m c/c for ESR having Capacity above 500 Cum including Excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all Columns and Bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, Stainless Steel lader in contenor,C.I. manhole frame and covers, water level indicators,lightening conductor, G.I. pipe railing around walk way and top slab, providing stair case from ground level to roof level, M.S. Grill gate of 2M height with locking arrangement of approved design, B.B. Masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti-termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting then ame of the scheme and other details on thereservoir as per the directions of Engineer In - Charge. |
| 481 | Notes |
| 482 | The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) |
| 483 | The design shall satisfy the stipulations as per I.S. 1893 -1984 and I.S.13920/1993 for seismic force and I.S.-11682 / 1985 for R.C.C. staging of over head tanks. |
| 484 | For design having more than 6 columns, suitable bracing is obligatory. |
| 485 | Plain round mild steel bars grade- I conforming to I.S.432 part-I orhigh yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall beused, grade- I Imildsteel bars will not be allowed |
| 486 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 487 | These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral stair case for E.S.R. above 2 lakh litres capacity. |
| 488 | Staging shall have to bede signed with stresses of M-200 concrete for ESR. However all RCC construction should be donein M-250. Structures in contact with water shall be designed & casted in M-300 |
| 489 | These rates are including the cost of up lift pressure if any and entire dewatering during execution. Incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 490 | All conditions given in the Member Secretary\"s Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. |
| 491 | 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. |
| 492 | The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 M beyond outer face of outer most column ( Cost of pipe, specials and valves is taken as 10% of the cost of ESR as per table). |
| 493 | For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I. / M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from in side and out side. |
| 494 | Below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5 % where SBC is more than 5MT / sqm and upto 10 MT / sqm. This % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. |
| 495 | The rate shall be increased by 30 % for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only beused. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. |
| 496 | The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below : |
| 497 | 12 to 16 M staging - 2% per metre |
| 498 | 16 to 20 M staging - 3% per metre |
| 499 | 20 M and above - 4% per metre |
| 500 | For 17 M staging height, percentage calculation will be like below : |
| 501 | 12 to 16 M --- 4 x 2 = 8% |
| 502 | 16 & 17 M --- 1 x 3% = 3% Total = 11% |
| 503 | For 21 M staging height, percentage calculation will be like below : |
| 504 | 12 to 16 M --- 4 x 2 = 8% |
| 505 | 16 to 20 M --- 4 x 3% = 12% |
| 506 | 20& 21 M --- 1 x 4% = 4% Total = 24% |
| 507 | Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). |
| 508 | Notes |
| 509 | Conditions from Sr.No.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R. |
| 510 | Conditions from Sr.No.11 to 16 are for estimation purpose only and shall not appear in the tender. |
| 511 | Rates for RCC ESRs |
| 512 | Upto 25,000 litres |
| 513 | Cost of 25,000 litres capacity |
| 514 | Add for capacity above 25,000 upto 50,000 litres |
| 515 | Cost of 50,000 litres capacity |
| 516 | Add for capacity above 50,000 upto 75,000 litres |
| 517 | Cost of 75,000 litres capacity |
| 518 | Add for capacity above 75,000 upto 1,00,000 litres |
| 519 | Cost of 1,00,000 litres capacity |
| 520 | Add for capacity above 1,00,000 upto 1,50,000 litres |
| 521 | Cost of 1,50,000 litres capacity |
| 522 | Add for capacity above 1,50,000 upto 2,00,000 litres |
| 523 | Cost of 2,00,000 litres capacity |
| 524 | Add for capacity above 2,00,000 upto 2,50,000 litres |
| 525 | Cost of 2,50,000 litres capacity |
| 526 | Add for capacity above 2,50,000 upto 3,00,000 litres |
| 527 | Cost of 3,00,000 litres capacity |
| 528 | Add for capacity above 3,00,000 upto 4,00,000 litres |
| 529 | Cost of 4,00,000 litres capacity |
| 530 | Add for capacity above 4,00,000 upto 5,00,000 litres |
| 531 | Cost of 5,00,000 litres capacity |
| 532 | Add for capacity above 5,00,000 upto 7,50,000 litres |
| 533 | Cost of 7,50,000 litres capacity |
| 534 | Add for capacity above 7,50,000 upto 10,00,000 litres |
| 535 | Cost of 10,00,000 litres capacity |
| 536 | Add for capacity above 10,00,000 upto 15,00,000 litres |
| 537 | Cost of 15,00,000 litres capacity |
| 538 | Add for capacity above 15,00,000 upto 20,00,000 litres |
| 539 | Cost of 20,00,000 litres capacity |
| 540 | RCC GSR AND SUMP (M1031) |
| 541 | Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. |
| 542 | Anti –termite treatment shall be given for under ground portion of the structure. |
| 543 | Notes |
| 544 | The design shall be in accordance with various relevant I.S. specification (I.S.456/2000,I.S.875-1987,I.S.3370-1965 or revised.) |
| 545 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S.1139 shall be used.Grade- II M.S. bars shall not be used. |
| 546 | Entire structure shall be in M-300 only. |
| 547 | The scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. |
| 548 | The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment. |
| 549 | The Job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If up lifts considered in design, then these rates shall be increased by 7.5%. |
| 550 | G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. |
| 551 | For pipe diameters upto 300mm only CIpipes and CI specials shall be used. For pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. |
| 552 | Cost of pump house is not included in these rates. |
| 553 | Above rates are applicable for Seismic Zones 2, 3 and 4. |
| 554 | 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. |
| 555 | 10% shall be added for sump if over head pump house is proposed. |
| 556 | Note: Conditions from Sr.No.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C .GSRs and sumps. |
| 557 | Rates for RCC GSRs and Sumps |
| 558 | Upto 25,000 litres |
| 559 | Cost of 25,000 litres capacity |
| 560 | Add for capacity above 25,000 upto 50,000 litres |
| 561 | Cost of 50,000 litres capacity |
| 562 | Add for capacity above 50,000 upto 75,000 litres |
| 563 | Cost of 75,000 litres capacity |
| 564 | Add for capacity above 75,000 upto 1,00,000 litres |
| 565 | Cost of 1,00,000 litres capacity |
| 566 | Add for capacity above 1,00,000 upto 1,50,000 litres |
| 567 | Cost of 1,50,000 litres capacity |
| 568 | Add for capacity above 1,50,000 upto 2,00,000 litres |
| 569 | Cost of 2,00,000 litres capacity |
| 570 | Add for capacity above 2,00,000 upto 3,00,000 litres |
| 571 | Cost of 3,00,000 litres capacity |
| 572 | Add for capacity above 3,00,000 upto 5,00,000 litres |
| 573 | Cost of 5,00,000 litres capacity |
| 574 | Add for capacity above 5,00,000 upto 10,00,000 litres |
| 575 | Cost of 10,00,000 litres capacity |
| 576 | Addforcapacityabove10,00,000upto15,00,000 litres |
| 577 | Cost of 15,00,000 litres capacity |
| 578 | Add for capacity above 15,00,000 litres |
| 579 | Note: 10% shall be added over the cost of GSR for sump where over head pump house is proposed. |
| 580 | UnconventionalWater Treatment Plant (M1032) |
| 581 | Designing (aesthetically), providing and constructinghigh rate UnconventionalWaterTreatmentPlant i.e. Simplified Water Treatment Plant consisting of Civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti-termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, Acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub-worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyEngineer-in-charge (turn-key job) works. |
| 582 | Aeration fountain |
| 583 | Inlet arrangements |
| 584 | Mixing channel with ventury flume and flow measuring arrangement |
| 585 | Inlet channel |
| 586 | Flocculator- Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes |
| 587 | Tube settlers-Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc .having proven performance |
| 588 | Rapid sand gravity filters - All valve shall be glandless. |
| 589 | Filter house |
| 590 | Chemical house |
| 591 | Alum tanks- 2Nos. with mixing, carrying and dosing arrangements with piping. |
| 592 | 100 kg chlorine cylender for capacity upto 5MLD and Chlorine tonner for capacity above 5 MLD. |
| 593 | TCL solution tank with mixing, carrying and dosing arrangement with piping. |
| 594 | Bypass arrangement |
| 595 | External and internal electrification |
| 596 | Laboratory equipments |
| 597 | Wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2/m under head of 12m at under drain. |
| 598 | Wash water pumps with 100% standby |
| 599 | Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg / sqcm at the under drains (100 % standby).Air blowers shall be adopted for WTP having capacity more than 3 MLD only. Below 3 MLD capacity, Air blowers shall not be adopted. |
| 600 | Pure water sump of capacity equal to 1 hourpumping capacity. |
| 601 | Pure water pump house over the sump / by the side of sump. |
| 602 | Drainage arrangements |
| 603 | Alum store |
| 604 | Sanitary block with necessary water supply and drainage arrangements and internalWBM roads. |
| 605 | These rates are applicable for seismic zones 2, 3 and 4. |
| 606 | Rates given below are inclusive of uplift pressure if any and dewatering during the entire work. |
| 607 | All RCC structures shall be constructed in M-250. Structures in contact with water shall be in M-300. |
| 608 | Unconventional Treatment Plants less than 1 MLD capacity shall not be constructed. |
| 609 | All the Structural Steel Works / Fabrications are to be provided with application of Hot Dip Zinc coating according to specification as per IS 4759:1996 (Reafirmed 2006). |
| 610 | Note: Conditions from Sr. No. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. |
| 611 | Unconventional Water Treatment Plant |
| 612 | Fixed cost for 1 MLD |
| 613 | Add for capacity above 1 MLD upto 2 MLD |
| 614 | Cost of 2 MLD treatment plant |
| 615 | Add for capacity above 2 MLD upto 3 MLD |
| 616 | Cost of 3 MLD treatment plant |
| 617 | ConventionalWater Treatment Plant (M1033) |
| 618 | Designing (aesthetically), providingconstructingandcommissioningConventionalWaterTreatmentPlantconsistingofallCivil, MechanicalandElectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel,mechanicalandelectricalcomponentsofvarioussub-worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyEngineer-in-charge (turn-key job). |
| 619 | Aeration Fountain- Plan are a not less than 0.625 square metre per MLD |
| 620 | Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge) |
| 621 | Flash Mixer-Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec -1, vane mixer type conforming to I.S. 7090 of 1985. |
| 622 | Flocculator – Conforming to I.S.7208-1974 (Type-C) with detention period of 30 minutes. |
| 623 | Clarifier - Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 10313-1982. |
| 624 | Rapid Sand Filter sand Filter House-Filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. |
| 625 | FilterSand-Effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75M, free board 50cm, gravel 0.45M in depth, sand and gravel conforming to I.S. 8491 (i)-77, back wash by air wash, stand ard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. |
| 626 | Wash Water Tank-Capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. |
| 627 | Wash Water Pumps- Capacity to fill water tank in 1 hour with 100% standby. |
| 628 | Air Blowers-Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4kg / sqcm at the under drains (100% standby). |
| 629 | Chemical House in Two Storeys |
| 630 | Ground floor to accommodate 7 days\" alum requirement and sundry storage. |
| 631 | First floor to accommodate alum and lime tanks.etc. |
| 632 | Solution tanks-Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 9222 Part-I 1979. |
| 633 | Pure Water Sump and Sump House. |
| 634 | Capacity of sump – One hour of designed flow. |
| 635 | Pump House- Pump house of required size over the sump or by the side. |
| 636 | Store House-Suitable for alum storage of three months\" requirement in monsoon with 10% extra capacity for other sundry articles. |
| 637 | Vacuum feed type Chlorinators- Make tobe approved by MJP. |
| 638 | Conforming to I.S. 10533 - A Part-II 1983 |
| 639 | Rate for withdrawal |
| 640 | Temperature Kg. of Chlorine discharge Degree \"C\" per day (Cylinders) |
| 641 | 45 67 Tonnes |
| 642 | 10 6.359.50 110 |
| 643 | 15 10.75 16.10130 |
| 644 | 20 14.50 21.24254 |
| 645 | 27&Above18.70 28.12315 |
| 646 | Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983. |
| 647 | 100% standby shall be provided. |
| 648 | By pass arrangements - C.I. or M.S. pipes. |
| 649 | Disposal of waste from WTP: Safe disposal arrangement to near by Nala including cost of pipe |
| 650 | For WTP of Capacity 30 MLD and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary,rising main etc complete |
| 651 | Drainage arrangements – RCC pipes up to plot boundary. |
| 652 | Electrical installation – Both internal and external including entire plant area. |
| 653 | Laboratory equipment –As per requirement (to be specified during tendering). |
| 654 | Sanitary blocks – Carpet area -15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld. |
| 655 | Administrative block and internal road-To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all units from main gate of plot. |
| 656 | Rates given below are inclusive of up lift pressure if any and dewatering during entire work. |
| 657 | All pipes condutes channels with20%overloading |
| 658 | These rates are applicable for seismic zones 2, 3 and 4. |
| 659 | All RCC structures shall be constructed in M-300. |
| 660 | Note: Conditions from Sr. No. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed). |
| 661 | Conventional Water Treatment Plant |
| 662 | Above3 MLD to Upto 5 MLD |
| 663 | Cost of 5 MLD treatment plant |
| 664 | Add for capacity above 5MLD upto 10 MLD |
| 665 | Cost of 10 MLD treatment plant |
| 666 | Add for capacity above 10 MLD upto20 MLD |
| 667 | Cost of 20 MLD treatment plant |
| 668 | Add for capacity above 20 MLD upto 50 MLD |
| 669 | Cost of 50 MLD treatment plant |
| 670 | Add for capacityabove 50 MLD upto 100 MLD |
| 671 | Cost of 100 MLD treatment plant |
| 672 | Add for capacity above 100 MLD |
| 673 | GPT/HYGPT : Drilling by Rotary drill machine of size 300mm & 400mm dia with T.C. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of E/I (Basic rates)(M1034) |
| 674 | 300 mm dia for GPT |
| 675 | 400 mm dia for HYGPT |
| 676 | HYDT :Cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site (Basic rates)(M1035) |
| 677 | From 0-50 meter |
| 678 | From 51-125 meter |
| 679 | DT :Basic rates for 125/115 mm dia Drilled Tube-well for drilling in all kinds of soil and rock for installation of hand pump with DTH rig Machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of Engineer Incharge (Basic rates)(M1037) |
| 680 | Drillig upto 30 mtr Depth below G. L. in Rural Area |
| 681 | Drilling beyond 31 mtr upto 60 mtr below G. L. in Rural Area |
| 682 | Trenchless (M1038) |
| 683 | Installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation ,shoring / strutting etc manual shielded excation ,lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering -in - charge all complete exept the cost of the pipe average cover of 1.5 depth below GI ( upto 100 meter installation length ) |
| 684 | from 900 mm to 1000 mm dia |
| 685 | In Soft soil |
| 686 | In Hard soil |
| 687 | In sandy Soil |
| 688 | In Stone Soil |
| 689 | from 1000 mm to 1200 mm dia |
| 690 | In Soft soil |
| 691 | In Hard soil |
| 692 | In sandy Soil |
| 693 | In Stone Soil |
| 694 | Above 1200 mm to 1500 mm dia |
| 695 | In Soft soil |
| 696 | In Hard soil |
| 697 | In sandy Soil |
| 698 | In Stone Soil |
| 699 | Installation of product pipe by Auger Boring methodincluding making of entry and exit pits all related civil works like excavation ,shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering -in - charge all complete exept the cost of the pipe average cover of 1.5 depth below GI ( upto 100 meter installation length ) |
| 700 | upto 300 mm dia |
| 701 | In Soft soil |
| 702 | In Hard soil |
| 703 | In sandy Soil |
| 704 | In Stone Soil |
| 705 | Above300 mm to 450 mm dia |
| 706 | In Soft soil |
| 707 | In Hard soil |
| 708 | In sandy Soil |
| 709 | In Stone Soil |
| 710 | Above 450 mm to 600 mm dia |
| 711 | In Soft soil |
| 712 | In Hard soil |
| 713 | In sandy Soil |
| 714 | In Stone Soil |
| 715 | Above 600 mm to 900 mm dia |
| 716 | In Soft soil |
| 717 | In Hard soil |
| 718 | In sandy Soil |
| 719 | In Stone Soil |
| 720 | Installation of product pipe by Guided Auger Boring methodincluding making of entry and exit pits all related civil works like excavation ,shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering -in - charge all complete exept the cost of the pipe average cover of 1.5 depth below GI ( upto 100 meter installation length ) |
| 721 | upto 300 mm dia |
| 722 | In Soft soil |
| 723 | In Hard soil |
| 724 | In sandy Soil |
| 725 | In Stone Soil |
| 726 | Above300 mm to 450 mm dia |
| 727 | In Soft soil |
| 728 | In Hard soil |
| 729 | In sandy Soil |
| 730 | In Stone Soil |
| 731 | Above 450 mm to 600 mm dia |
| 732 | In Soft soil |
| 733 | In Hard soil |
| 734 | In sandy Soil |
| 735 | In Stone Soil |
| 736 | Above 600 mm to 900 mm dia |
| 737 | In Soft soil |
| 738 | In Hard soil |
| 739 | In sandy Soil |
| 740 | In Stone Soil |
| 741 | Providing and Supplying ISI Mark CI/ D/F reflux valves( Non return Valves ) of following dia inspection charges unloading from railway wagon ,loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per IS 5312 Part I (1984) (M1039) |
| 742 | Without byepass arrangement - PN-1 |
| 743 | 50 MM |
| 744 | 65 MM |
| 745 | 80 MM |
| 746 | 100 MM |
| 747 | 125 MM |
| 748 | 150 MM |
| 749 | 200 MM |
| 750 | 250 MM |
| 751 | 300 MM |
| 752 | 350 MM |
| 753 | 400 MM |
| 754 | 450 MM |
| 755 | 500 MM |
| 756 | 600 MM |
| 757 | 700 MM |
| 758 | 750 MM |
| 759 | 800 MM |
| 760 | 900 MM |
| 761 | 1000 MM |
| 762 | 1100 MM |
| 763 | 1200 MM |
| 764 | With byepass arrangement - PN-1 |
| 765 | 50 MM |
| 766 | 65 MM |
| 767 | 80 MM |
| 768 | 100 MM |
| 769 | 125 MM |
| 770 | 150 MM |
| 771 | 200 MM |
| 772 | 250 MM |
| 773 | 300 MM |
| 774 | 350 MM |
| 775 | 400 MM |
| 776 | 450 MM |
| 777 | 500 MM |
| 778 | 600 MM |
| 779 | 700 MM |
| 780 | 750 MM |
| 781 | 800 MM |
| 782 | 900 MM |
| 783 | 1000 MM |
| 784 | 1100 MM |
| 785 | 1200 MM |
| 786 | Without byepass arrangement - PN-1.6 |
| 787 | 50 MM |
| 788 | 65 MM |
| 789 | 80 MM |
| 790 | 100 MM |
| 791 | 125 MM |
| 792 | 150 MM |
| 793 | 200 MM |
| 794 | 250 MM |
| 795 | 300 MM |
| 796 | 350 MM |
| 797 | 400 MM |
| 798 | 450 MM |
| 799 | 500 MM |
| 800 | 600 MM |
| 801 | With byepass arrangement - PN-1.6 |
| 802 | 50 MM |
| 803 | 65 MM |
| 804 | 80 MM |
| 805 | 100 MM |
| 806 | 125 MM |
| 807 | 150 MM |
| 808 | 200 MM |
| 809 | 250 MM |
| 810 | 300 MM |
| 811 | 350 MM |
| 812 | 400 MM |
| 813 | 450 MM |
| 814 | 500 MM |
| 815 | 600 MM |
| 816 | Providing double flange sluice valve ( Size 50 mm to 1200 mm ) confirming for IS - 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . |
| 817 | With byepass arrangement - PN-1 |
| 818 | 50 MM |
| 819 | 65 MM |
| 820 | 80 MM |
| 821 | 100 MM |
| 822 | 125 MM |
| 823 | 150 MM |
| 824 | 200 MM |
| 825 | 250 MM |
| 826 | 300 MM |
| 827 | 350 MM |
| 828 | 400 MM |
| 829 | 450 MM |
| 830 | 500 MM |
| 831 | 600 MM |
| 832 | 700MM |
| 833 | 750 MM |
| 834 | 800 MM |
| 835 | 900 MM |
| 836 | 1000 MM |
| 837 | 1100 MM |
| 838 | 1200MM |
| 839 | Without byepass arrangement - PN-1 |
| 840 | 50 MM |
| 841 | 65 MM |
| 842 | 80 MM |
| 843 | 100 MM |
| 844 | 125 MM |
| 845 | 150 MM |
| 846 | 200 MM |
| 847 | 250 MM |
| 848 | 300 MM |
| 849 | 350 MM |
| 850 | 400 MM |
| 851 | 450 MM |
| 852 | 500 MM |
| 853 | 600 MM |
| 854 | 700MM |
| 855 | 750 MM |
| 856 | 800 MM |
| 857 | 900 MM |
| 858 | 1000 MM |
| 859 | 1100 MM |
| 860 | 1200MM |
| 861 | Providing double flange sluice valve confirming for IS - 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete FOR Rateincluding all taxes . . |
| 862 | Without byepass arrangement - PN-1.6 |
| 863 | 50 MM |
| 864 | 65 MM |
| 865 | 80 MM |
| 866 | 100 MM |
| 867 | 125 MM |
| 868 | 150 MM |
| 869 | 200 MM |
| 870 | 250 MM |
| 871 | 300 MM |
| 872 | 350 MM |
| 873 | 400 MM |
| 874 | 450 MM |
| 875 | 500 MM |
| 876 | 600 MM |
| 877 | 700MM |
| 878 | 750 MM |
| 879 | 800 MM |
| 880 | 900 MM |
| 881 | 1000 MM |
| 882 | 1100 MM |
| 883 | 1200MM |
| 884 | With byepass arrangement - PN-1.6 |
| 885 | 50 MM |
| 886 | 65 MM |
| 887 | 80 MM |
| 888 | 100 MM |
| 889 | 125 MM |
| 890 | 150 MM |
| 891 | 200 MM |
| 892 | 250 MM |
| 893 | 300 MM |
| 894 | 350 MM |
| 895 | 400 MM |
| 896 | 450 MM |
| 897 | 500 MM |
| 898 | 600 MM |
| 899 | Design and Supply of V -wire screen laterals suitable for infiltration Galleryas per site condition and detail provided End connection suitable flange excluding taxes and transportation .(M1040) |
| 900 | Dia - 06 inch ( 150 mm ) |
| 901 | ID - 153 mm OD -167 mm |
| 902 | Screen thickness - 07 mm |
| 903 | Slot - 1.00 mm |
| 904 | MOC - LowCarbon Galvenised steel |
| 905 | Length - 5 mtr. |
| 906 | Dia - 08 inch ( 200 mm ) |
| 907 | ID - 205 mm OD -221mm |
| 908 | Screen thickness - 08 mm |
| 909 | Slot - 1.00 mm |
| 910 | MOC - LowCarbon Galvenised steel |
| 911 | Length - 5 mtr. |
| 912 | Dia - 10 inch ( 250 mm ) |
| 913 | ID - 256 mm OD -276mm |
| 914 | Screen thickness - 10 mm |
| 915 | Slot - 1.00 mm |
| 916 | MOC - LowCarbon Galvenised steel |
| 917 | Length - 5 mtr. |
| 918 | Dia - 12 inch ( 300 mm ) |
| 919 | ID - 306 mm OD -326 mm |
| 920 | Screen thickness - 10 mm |
| 921 | Slot - 1.00 mm |
| 922 | MOC - LowCarbon Galvenised steel |
| 923 | Length - 5 mtr. |
| 924 | Dia - 14 inch ( 350 mm ) |
| 925 | ID - 338 mm OD -363 mm |
| 926 | Screen thickness - 12.5 mm |
| 927 | Slot - 1.00 mm |
| 928 | MOC - LowCarbon Galvenised steel |
| 929 | Length - 5 mtr. |
| 930 | Supplying all materials, labours, equipments for lowering 125mm dia blue UPVC casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site(Basic Rate).(M1041) |
| 931 | Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction E/I (Basic Rate).(M1042) |
| 932 | Supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of E/I (Basic Rate).(M1043) |
| 933 | Supplying labour and equipments including 125mm dia G.I. Cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction E/I (The cap will be the property of department) (Basic Rate).(M1044) |
| 934 | Supplying all materials, labours, equipments for constructing P.C.C. (1:2:4) circular platform around drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design, etc. all complete including carriage of materials (Basic Rate).(M1045) |
| 935 | Supplying all materials, labours and equipments for constructing P.C.C. (1:2:4) drain as per UNICEF design etc. all complete including carriage of materials (Basic Rate).(M1046) |
| 936 | Supplying extra Deep well Hand Pump Complete sets with Cylinder Assembly & Connecting Rod (12 Pcs) as per IS : 15500 Part-2/2004(Basic Rate).(M1047) |
| 937 | Supply of 200mm dia x 3.00m long UPVC casing pipe conferming to IS : 12818: 2016 (CML No. 5543459) latest revision including carrigae(Basic Rate).(M1048) |
| 938 | Supply of 200mm dia ribbed Screen pipe conferming toIS : 12818: 2016 (CML No. 5543459) latest revision including carrigae(Basic Rate).(M1049) |
| 939 | Supply of 125mm dia ribbed Screen pipe conferming toIS : 12818: 2016 (CML No. 5543459) latest revision including carrigae(Basic Rate).(M1050) |
| 940 | Supplying all tools, equipments and labour and lowering 32 mm dia medium quality G.I. pipe in drilled tube well in 3 Mtrs. Length all complete as per dirction E/I including carriage of materials (Basic Rate).(M1051) |
| 941 | Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/I including carriage of materials (Basic Rate).(M1052) |
| 942 | Supplying all materials, labours and fixing India mark II Hand Pump with all accessories all complete job as per direction of E/I including carriage of materials(Basic Rate).(M1053) |
| 943 | Design, Supply, Installation testing & Commissioning of packaged water treatment plants (Unconventional type) of different capacity with (20 hours operation) comprising of lamella clarifier, Static Mixture Flocculation Tank (SMET), Multi grade filter (MGF) with best quality filter media, Lime/ coagulant/polymer dosing system hypo chloride dosing system, Raw water feed pump/clear water transfer pump (either or), sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with MCB panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer/ authorized distribution / authorized dealer conforming to relevant IS codes and certified by ISO-9001-2008 & 14001, It also include cost of civil foundation, including clarified water tank internal connecting pipe line from Raw Water inlet to CWR and applying internal epoxy paint on the supply equipment All the prices are exclusive of GST, Allied structure/items which are site specific such as external electrification, approach road, foot Bridge, cofferdam, compound wall, SCADA and automation, CWR pumps etc are to be considered extra. (M1054) |
| 944 | Packaged lamella clarified type WTP with MGF capacity in MLD. |
| 945 | Work-0.2 |
| 946 | Work-0.3 |
| 947 | Work-0.4 |
| 948 | Work-0.5 |
| 949 | Work-0.6 |
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