Drinking Water And Sanitation Department has published E-Quotation For Rate Of Materials For Schedule Rate Jharkhand Under D W And S Division, Deoghar E-Quotation For Rate Of Materials For Schedule Rate Jharkhand Under D W And S Division, Deoghar , Polythene Water Storage Tank Of Mark ( E.G Sintex / Sinte. Submission Date for this Tender is 19-05-2022. Kitchen Equipment Tenders in deoghar Jharkhand. Bidders can get complete Tender details and download the document.
| 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 | (v) 40 mm |
| 120 | (vi) 50 mm |
| 121 | (vii) 65 mm |
| 122 | (viii) 80 mm |
| 123 | (ix) 100 mm |
| 124 | (x) 125 mm |
| 125 | (xi) 150 mm |
| 126 | [F] REDUCING SOCKET PLAIN OF THE FOLLOWING SIZES (Taking larger dimension) |
| 127 | (i) 20 mm |
| 128 | (ii) 25 mm |
| 129 | (iii) 32 mm |
| 130 | (iv) 40 mm |
| 131 | (v) 50 mm |
| 132 | (vi) 65 mm |
| 133 | (vii) 80 mm |
| 134 | (viii) 100 mm |
| 135 | (ix) 125 mm |
| 136 | (x) 150 mm |
| 137 | [G] UNION SOCKET OF THE FOLLOWING SIZES |
| 138 | (i) 15 mm |
| 139 | (ii) 20 mm |
| 140 | (iii) 25 mm |
| 141 | (iv) 32 mm |
| 142 | (v) 40 mm |
| 143 | (vi) 50 mm |
| 144 | (vii) 65 mm |
| 145 | (viii) 80 mm |
| 146 | (ix) 100 mm |
| 147 | (x) 125 mm |
| 148 | (xi) 150 mm |
| 149 | [H] PLUGS OF THE FOLLOWING SIZES |
| 150 | (i) 15 mm |
| 151 | (ii) 20 mm |
| 152 | (iii) 25 mm |
| 153 | (iv) 32 mm |
| 154 | (v) 40 mm |
| 155 | (vi) 50 mm |
| 156 | (vii) 65 mm |
| 157 | (viii) 80 mm |
| 158 | (ix) 100 mm |
| 159 | (x) 125 mm |
| 160 | (xi) 150 mm |
| 161 | [I] JAM NUTS OF THE FOLLOWING SIZES |
| 162 | (i) 15 mm |
| 163 | (ii) 20 mm |
| 164 | (iii) 25 mm |
| 165 | (iv) 32 mm |
| 166 | (v) 40 mm |
| 167 | (vi) 50 mm |
| 168 | (vii) 65 mm |
| 169 | (viii) 80 mm |
| 170 | (ix) 100 mm |
| 171 | (x) 125 mm |
| 172 | (xi) 150 mm |
| 173 | [J] G.I. NIPPLE OF THE FOLLOWING SIZES |
| 174 | (i) 15 mm dia x 100 mm long |
| 175 | (ii) 20 mm dia x 100 mm long |
| 176 | (iii) 25 mm dia x 100 mm long |
| 177 | (iv) 32mm dia x 100 mm long |
| 178 | (v) 40 mm dia x 100 mm long |
| 179 | (vi) 50 mm dia x 100 mm long |
| 180 | (vii) 65 mm dia x 100 mm long |
| 181 | (viii) 80 mm dia x 100 mm long |
| 182 | (ix) 100 mm dia x 100 mm long |
| 183 | [K] G.I. PIPES MIDIUM(Tata mark) OR EQUIVALENT as per IS-1239 (part-01)/2004 ISI Marked/Medium Quality |
| 184 | (i) 15 mm dia |
| 185 | (ii) 20 mm dia |
| 186 | (iii) 25 mm dia |
| 187 | (iv) 32 mm dia |
| 188 | (v) 40 mm dia |
| 189 | (vii) 65 mm dia |
| 190 | MIRRORS(M931) |
| 191 | (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 |
| 192 | (b) -do- 450 mm x 300 mm -do- |
| 193 | (a) Glass shelf 600 mm x 125 mm with C.P. brass rail (M932) |
| 194 | (b) -do- 450 mm x 125 mm -do- |
| 195 | (a) C.P. Brass towel rail 20 mm x 600 mm with bracket all complete (M933) |
| 196 | (b) Anodized aluminum 20 mm x 600 mm towel rail complete with brackets |
| 197 | C.P. brass soap dish medium quality with screw andhinges etc. (M934) |
| 198 | C.P. liquid soap solution holder (M935) |
| 199 | VITREOUS WHITE GLAZED INDIAN WATER CLOSET OF Hindustan / Parry Ware / Cera / Naycer or anyotherequivalent make (M936) |
| 200 | (a) 580 mm long |
| 201 | (b) 510 mm long |
| 202 | (c) 450 mm long |
| 203 | (d) 510 mm long White glazed fiber I.W.C |
| 204 | PAIR OF VETREOUS WHITE GLAZED FOOT REST OF Hindustan / Parryware / Cera / Naycer or any other equivalent make (M937) |
| 205 | 15 liters capacity pull and let go high level C.I. cistern complete with ball cock and a pair of bracket (M938) |
| 206 | (a) 12.5 liters lowdown C.I. Cistern (M939) |
| 207 | (b) 10.0 liters capacity P.V.C. low design cistern |
| 208 | (a) White Glazed vitreous E.W.C with "P" trap orany other equivalent make. (M940) |
| 209 | (b) E.W.C with "S" trap 400 mm high of Hindustan / Parry ware / Cera / Naycear or any other equivalent make |
| 210 | (c) Black / white plastic seat for E.W.C -do- as above. |
| 211 | (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) |
| 212 | (b) -do- squatting small 450 mm x 350 mm |
| 213 | (c) -do- squatting large 600 mm x 350 mm |
| 214 | (d) White glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm Hindustan / Parryware /Cera / Naycer or any other equivalent make |
| 215 | (e) Partition plate for urinal 25" x 13" size |
| 216 | (f) 5 liters C.I. automatic cistern with all P.V.C fittings |
| 217 | White glazed vitreous Wash Hand Basin 550 mm x 400mm size of Hindustan / Parryware / Cera / Naycer or any otherequivalent make. (M942) |
| 218 | White glazed vitreous earthen ware kitchensinks of Hindustan / Parryware / Cera / Nayceror any other equivalent make (M943) |
| 219 | (a) Kitchen sink 600 mm x 450 mm x 200 mm (24" x 18" x 8") |
| 220 | (b) Kitchen sink 600 mm x 450 mm x 250 mm (24" x 18" x 10") |
| 221 | (c) Lab sink 450 mm x 300 mm x 150 mm (18" x 12" x 6") |
| 222 | (d) Lab sink 300 mm x 250 mm x 150 mm (12" x 10" x 6") |
| 223 | DRAIN BOARD. (M944) |
| 224 | (a) 600 mm x 450 mm (24" x 18") |
| 225 | (b) 525 mm x 450 mm (21" x 18") |
| 226 | H.C.I. Pipes (M945) |
| 227 | (a) 50 mm dia single socket 6"-0" (with ear weight 13 kg) |
| 228 | (b) 80 mm dia single socket 6"-0" (with ear weight 18 kg) |
| 229 | (c) 100 mm dia single socket 6"-0" (with ear weight 23 kg) |
| 230 | (d) 150 mm dia single socket 6"-0" (with ear weight 30 kg) |
| 231 | (e) 50 mm dia double socket 6"-0" (with ear weight 14 kg) |
| 232 | (f) 80 mm dia double socket 6"-0" (with ear weight 19 kg) |
| 233 | (g) 100 mm dia double socket 6"-0" (with ear weight 25 kg) |
| 234 | (h) 150 mm dia double socket 6"-0" (with ear weight 13 kg) |
| 235 | (i) 50 mm dia single socket 3"-0" (with ear weight 7.25 kg) |
| 236 | (j) 80 mm dia single socket 3"-0" (with ear weight 10.5 kg) |
| 237 | (k) 100 mm dia single socket 3"-0" (with ear weight 13.75 kg) |
| 238 | (l) 150 mm dia single socket 3"-0" with ear |
| 239 | (m) 50 mm dia single socket 2"-0" (with ear weight 5.35 kg) |
| 240 | (n) 80 mm dia single socket2"-0" (with ear weight 8.00 kg) |
| 241 | (o)100 mm dia single socket 2"-0"(with ear weight 10.10 kg) |
| 242 | (p) 150 mm dia single socket 2"-0" with ear |
| 243 | (q) 50 mm dia single socket 1"-0" (with ear weight 3.4 kg) |
| 244 | (r) 80 mm dia single socket 1"-0"(with ear weight 5.50 kg) |
| 245 | (s) 100 mm dia single socket 1"-0"(with ear weight 7.60 kg) |
| 246 | (t) 150 mm dia single socket |
| 247 | H.C.I. FITTINGS. (M946) |
| 248 | (I) Plain bend of following size |
| 249 | (a) 50 mm dia (weight without ear and socket 2.75 kg) |
| 250 | (b) 80 mm dia (weight without ear and socket 3.5 kg) |
| 251 | (c) 100 mm dia (weight without ear and socket 4.5 kg) |
| 252 | (d) 150 mm dia (weight without ear and socket 4.5 kg) |
| 253 | (II) Bend with door with following size |
| 254 | (a) 50 mm dia (Wight without ear and socket 2.75 kg) |
| 255 | (b) 80 mm dia (Wight without ear and socket 4.00 kg) |
| 256 | (c) 100 mm dia -do- 5.5 kg |
| 257 | (d) 150 mm dia -do- |
| 258 | (III) Single Junction with door of followings sizes. |
| 259 | (a) 50 mm dia (weight without ear and socket 3.75 kg) |
| 260 | (b) 80 mm dia (weight without ear and socket 6.50 kg) |
| 261 | (c) 100 mm dia -do- 9.50 kg |
| 262 | (d) 150 mm dia -do- |
| 263 | (IV) Double junction with door of following sizes. |
| 264 | (a) 50 mm dia -do- 4.5 kg |
| 265 | (b) 80 mm dia -do- 7.00 kg |
| 266 | (c) 100 mm dia -do- 13.00 kg |
| 267 | (d) 150 mm dia -do- |
| 268 | (V) Heel rest bend of following sizes |
| 269 | (a) 50 mm dia |
| 270 | (b) 80 mm dia |
| 271 | (c) 100 mm dia |
| 272 | (d) 150 mm dia |
| 273 | (VI) Cowel of following sizes |
| 274 | (a) 50 mm dia (weight without ear and socket 2.25 kg) |
| 275 | (b) 80 mm dia (weight without ear and socket 3.25 kg) |
| 276 | (c) 100 mm dia (weight without ear and socket 3.25 kg) |
| 277 | (d) 150 mm dia -do- |
| 278 | (VII) 100 mm dia "P" trap (wt without ear and socket)8.5 kg |
| 279 | (VIII) 100 mm dia "P" trap (wt without ear and socket)8.8 kg |
| 280 | (IX) 100 mm x 80 mm floor trap (weight without ear and socket) 4.00 kg |
| 281 | (X) Pass over 50 mm x 150 mm for 50 mm projection |
| 282 | (XI) -Do- 100 mm x 150 mm for 100 mm projection |
| 283 | (XII) Inverted Junction single 100 mm x 50 (weight without ear and socket) 9.0 kg |
| 284 | (XIII) Inverted Junction double 100 mm x 50 mm x 50 mm (weight without ear and socket) 12.0 kg |
| 285 | (XIV) H.C.I. offset 80 mm projection of the following Size |
| 286 | (a) 50 mm dia (weight without ear and socket) 2.75 kg |
| 287 | (b) 80 mm dia -do- 3.50 kg |
| 288 | (c) 100 mm dia -do- 5.00 kg |
| 289 | (d) 150 mm dia -do- |
| 290 | (XV) H.C.I. Socket of following sizes |
| 291 | (a) 50 mm dia (weight without ear) 1.50 kg |
| 292 | (b) 80 mm dia (weight without ear) 3.00 kg |
| 293 | (c) 100 mm dia (weight without ear) 4.50 kg |
| 294 | (d) 150 mm dia (weight without ear) -do- |
| 295 | C.I. Cover with frame for manhole and inspection chamber. (M947) |
| 296 | (a) 600 mm x 450 mm size (wt. 39 kg) |
| 297 | (b) 600 mm x 450 mm size (wt. 25 kg) |
| 298 | (c) 500 mm x 450 mm size (wt. 25 kg) |
| 299 | C.I. Bracket pair for W.H.B. (M948) |
| 300 | (a) 550 mm x 400 mm size (22" x 16") |
| 301 | (b) -do- for 12.5 liter cistern |
| 302 | (c) -do- for 600 mm x 450 mm (24" x 18") sink |
| 303 | (d) 40 mm x 60 mm MS Plate bracket for sink as above |
| 304 | (a) 32 mm (1 1/4") C.P. Brass waste for W.H.B (M949) |
| 305 | (b) 40 mm (1 1/2") C.P. Brass waste for W.H.B for sink |
| 306 | (c) 32 mm (1 1/4") C.P. waste of white metal |
| 307 | (d) 40 mm (1 1/2") C.P. waste of white metal |
| 308 | (a) 32 mm (1 1/4") P.V.C. waste pipe 750 mm long (2"6" long) withbrass Union for W H B (M950) |
| 309 | (b) 40 mm (1 1/2") P.V.C. waste pipe 750 mm long(2"6" long)with brass Union for W H B |
| 310 | 32 mm (1 1/4") P.V.C. telescopic flush pipe with brass union for high level cistern (M951) |
| 311 | Rubber Inserttion 3 mm (1/8") thick (M952) |
| 312 | Pig Lead (M953) |
| 313 | Yarn (M954) |
| 314 | Rubber Gasket for C.I pipe of Good quality (M955) |
| 315 | (a) 80 mm |
| 316 | (b)100 mm |
| 317 | (c)125 mm |
| 318 | (d)150 mm |
| 319 | (e)200 mm |
| 320 | (f)250 mm |
| 321 | (g)300 mm |
| 322 | (h)350 mm |
| 323 | (i)400 mm |
| 324 | (j)450 mm |
| 325 | (k)500 mm |
| 326 | (l)600 mm |
| 327 | (m)700 mm |
| 328 | (n)750 mm |
| 329 | (o)800 mm |
| 330 | (p)900 mm |
| 331 | (q)1000 mm |
| 332 | (r)1200 mm |
| 333 | Cotton waste (M956) |
| 334 | Asbestos Suta (gland packing) (M957) |
| 335 | Solvent Cement (M958) |
| 336 | Hydrocloric acid (Sepecific gravity 1.20) (M959) |
| 337 | CP & PVC Fitting (M960) |
| 338 | (i)32 mm dia C.P. Waste |
| 339 | (ii)32 mm dia PV C waste pipe 750 mm long with coupling |
| 340 | (iii)40 mm dia C.P. waste |
| 341 | (iv 40 mm dia PVC waste pipe 750 mm long with coupling |
| 342 | (v 100 mm dia steel jali |
| 343 | (vi)15 mm dia C.P. nipple with coupling (short pieces) |
| 344 | (vii)50 mm dia PVC pipe with coupling |
| 345 | Special type of C.P. Bath room fittings for V.I.P.buildings(JAL, Jaquar, Marc or equivalent mark) (M961) |
| 346 | (i) Pillar Cock (ISI) |
| 347 | (ii) Pillar Cock (Long neck) |
| 348 | (iii) Bib Cock (ISI) |
| 349 | (iv) Bib Cock (Long Thread) |
| 350 | (v) Angular Stop Cock |
| 351 | (vi) Angular Stop Cock (Long Thread) |
| 352 | (vii) Concealed stop cock reduce (ISI) |
| 353 | (viii) Concealed stop Cock heavy-duty extra adjustable wall flange |
| 354 | (ix) Long Body Bib Cock |
| 355 | (x) Swan Neck Tap with left hand Operating Knob |
| 356 | (xi) Central hole basin mixer (Best Quality) |
| 357 | (xii) Wall mixer with telephonic shower arrangement |
| 358 | (xiii) Wall mixer with provision for over head shower with elbow coupling and well flange |
| 359 | (xiv) Wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange |
| 360 | (xv) Sink mixer with swinging casted spout |
| 361 | (xvi) Sink Cock with swinging casted spout |
| 362 | (xvii) 4 - way diverter for concealed fittings |
| 363 | (xviii) Pressure adjustable shower with revolving joint |
| 364 | (xix) Telephone shower with flexible pipe |
| 365 | (xx) Flush Cock with wall flange (25 mm) |
| 366 | (xxi) Towel Rail 24" |
| 367 | (xxii) Towel Ring |
| 368 | (xxiii) Soap dish |
| 369 | (xxiv) Tumbler Holder |
| 370 | (xxv) Toilet Paper Holder |
| 371 | (xxvi) Glass Shelf 22" |
| 372 | (xxvii) Corner glass shelf with bracket |
| 373 | (xxviii) Flush Valve complete with 32 mm size controlcock & flange |
| 374 | C.I Special & PVC Pipes (M962) |
| 375 | 1. C.I double shocketted fittings bend such as bend, tee, taper, |
| 376 | (a) 80-200 mm |
| 377 | (b) 250-700 mm |
| 378 | (c) 700-1000 mm |
| 379 | 2. C.I double flange fittings such as tee, taper, tailpiece,bend etc |
| 380 | (a) 80-200 mm |
| 381 | (b) 250-700 mm |
| 382 | (c) 700-1000 mm |
| 383 | Spare parts of Hand Pump |
| 384 | Basic rate of UPVC pipe 125mm dia conforming to I.S.I. latest revision is 12818/2016 CML No. 5543459 (M1024) |
| 385 | 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) |
| 386 | Socketed |
| 387 | 100 -150 mm dia |
| 388 | 200-300mm dia |
| 389 | 350-450mm dia |
| 390 | 500-600mm dia |
| 391 | 700 mm dia |
| 392 | 800 mm dia |
| 393 | 900 mm dia |
| 394 | 1000 mm dia |
| 395 | 1100 mm dia |
| 396 | 1200 mm dia |
| 397 | Flanged |
| 398 | 100 -150 mm dia |
| 399 | 200-300 mm dia |
| 400 | 350-450mm dia |
| 401 | 500-600mm dia |
| 402 | 700 mm dia |
| 403 | 800 mm dia |
| 404 | 900 mm dia |
| 405 | 1000 mm dia |
| 406 | 1100 mm dia |
| 407 | 1200 mm dia |
| 408 | RCC ESR (M1030) |
| 409 | 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. |
| 410 | Notes |
| 411 | The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) |
| 412 | 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. |
| 413 | For design having more than 6 columns, suitable bracing is obligatory. |
| 414 | 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 |
| 415 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 416 | 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. |
| 417 | 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 |
| 418 | 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. |
| 419 | 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. |
| 420 | 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. |
| 421 | 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). |
| 422 | 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. |
| 423 | 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. |
| 424 | 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. |
| 425 | 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 : |
| 426 | 12 to 16 M staging - 2% per metre |
| 427 | 16 to 20 M staging - 3% per metre |
| 428 | 20 M and above - 4% per metre |
| 429 | For 17 M staging height, percentage calculation will be like below : |
| 430 | 12 to 16 M --- 4 x 2 = 8% |
| 431 | 16 & 17 M --- 1 x 3% = 3% Total = 11% |
| 432 | For 21 M staging height, percentage calculation will be like below : |
| 433 | 12 to 16 M --- 4 x 2 = 8% |
| 434 | 16 to 20 M --- 4 x 3% = 12% |
| 435 | 20& 21 M --- 1 x 4% = 4% Total = 24% |
| 436 | 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). |
| 437 | Notes |
| 438 | 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. |
| 439 | Conditions from Sr.No.11 to 16 are for estimation purpose only and shall not appear in the tender. |
| 440 | Rates for RCC ESRs |
| 441 | Upto 25,000 litres |
| 442 | Cost of 25,000 litres capacity |
| 443 | Add for capacity above 25,000 upto 50,000 litres |
| 444 | Cost of 50,000 litres capacity |
| 445 | Add for capacity above 50,000 upto 75,000 litres |
| 446 | Cost of 75,000 litres capacity |
| 447 | Add for capacity above 75,000 upto 1,00,000 litres |
| 448 | Cost of 1,00,000 litres capacity |
| 449 | Add for capacity above 1,00,000 upto 1,50,000 litres |
| 450 | Cost of 1,50,000 litres capacity |
| 451 | Add for capacity above 1,50,000 upto 2,00,000 litres |
| 452 | Cost of 2,00,000 litres capacity |
| 453 | Add for capacity above 2,00,000 upto 2,50,000 litres |
| 454 | Cost of 2,50,000 litres capacity |
| 455 | Add for capacity above 2,50,000 upto 3,00,000 litres |
| 456 | Cost of 3,00,000 litres capacity |
| 457 | Add for capacity above 3,00,000 upto 4,00,000 litres |
| 458 | Cost of 4,00,000 litres capacity |
| 459 | Add for capacity above 4,00,000 upto 5,00,000 litres |
| 460 | Cost of 5,00,000 litres capacity |
| 461 | Add for capacity above 5,00,000 upto 7,50,000 litres |
| 462 | Cost of 7,50,000 litres capacity |
| 463 | Add for capacity above 7,50,000 upto 10,00,000 litres |
| 464 | Cost of 10,00,000 litres capacity |
| 465 | Add for capacity above 10,00,000 upto 15,00,000 litres |
| 466 | Cost of 15,00,000 litres capacity |
| 467 | Add for capacity above 15,00,000 upto 20,00,000 litres |
| 468 | Cost of 20,00,000 litres capacity |
| 469 | RCC GSR AND SUMP (M1031) |
| 470 | 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. |
| 471 | Anti –termite treatment shall be given for under ground portion of the structure. |
| 472 | Notes |
| 473 | 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.) |
| 474 | 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. |
| 475 | Entire structure shall be in M-300 only. |
| 476 | 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. |
| 477 | The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment. |
| 478 | 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%. |
| 479 | 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. |
| 480 | 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. |
| 481 | Cost of pump house is not included in these rates. |
| 482 | Above rates are applicable for Seismic Zones 2, 3 and 4. |
| 483 | 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. |
| 484 | 10% shall be added for sump if over head pump house is proposed. |
| 485 | 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. |
| 486 | Rates for RCC GSRs and Sumps |
| 487 | Upto 25,000 litres |
| 488 | Cost of 25,000 litres capacity |
| 489 | Add for capacity above 25,000 upto 50,000 litres |
| 490 | Cost of 50,000 litres capacity |
| 491 | Add for capacity above 50,000 upto 75,000 litres |
| 492 | Cost of 75,000 litres capacity |
| 493 | Add for capacity above 75,000 upto 1,00,000 litres |
| 494 | Cost of 1,00,000 litres capacity |
| 495 | Add for capacity above 1,00,000 upto 1,50,000 litres |
| 496 | Cost of 1,50,000 litres capacity |
| 497 | Add for capacity above 1,50,000 upto 2,00,000 litres |
| 498 | Cost of 2,00,000 litres capacity |
| 499 | Add for capacity above 2,00,000 upto 3,00,000 litres |
| 500 | Cost of 3,00,000 litres capacity |
| 501 | Add for capacity above 3,00,000 upto 5,00,000 litres |
| 502 | Cost of 5,00,000 litres capacity |
| 503 | Add for capacity above 5,00,000 upto 10,00,000 litres |
| 504 | Cost of 10,00,000 litres capacity |
| 505 | Addforcapacityabove10,00,000upto15,00,000 litres |
| 506 | Cost of 15,00,000 litres capacity |
| 507 | Add for capacity above 15,00,000 litres |
| 508 | Note: 10% shall be added over the cost of GSR for sump where over head pump house is proposed. |
| 509 | UnconventionalWater Treatment Plant (M1032) |
| 510 | 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. |
| 511 | Aeration fountain |
| 512 | Inlet arrangements |
| 513 | Mixing channel with ventury flume and flow measuring arrangement |
| 514 | Inlet channel |
| 515 | Flocculator- Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes |
| 516 | Tube settlers-Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc .having proven performance |
| 517 | Rapid sand gravity filters - All valve shall be glandless. |
| 518 | Filter house |
| 519 | Chemical house |
| 520 | Alum tanks- 2Nos. with mixing, carrying and dosing arrangements with piping. |
| 521 | 100 kg chlorine cylender for capacity upto 5MLD and Chlorine tonner for capacity above 5 MLD. |
| 522 | TCL solution tank with mixing, carrying and dosing arrangement with piping. |
| 523 | Bypass arrangement |
| 524 | External and internal electrification |
| 525 | Laboratory equipments |
| 526 | 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. |
| 527 | Wash water pumps with 100% standby |
| 528 | 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. |
| 529 | Pure water sump of capacity equal to 1 hourpumping capacity. |
| 530 | Pure water pump house over the sump / by the side of sump. |
| 531 | Drainage arrangements |
| 532 | Alum store |
| 533 | Sanitary block with necessary water supply and drainage arrangements and internalWBM roads. |
| 534 | These rates are applicable for seismic zones 2, 3 and 4. |
| 535 | Rates given below are inclusive of uplift pressure if any and dewatering during the entire work. |
| 536 | All RCC structures shall be constructed in M-250. Structures in contact with water shall be in M-300. |
| 537 | Unconventional Treatment Plants less than 1 MLD capacity shall not be constructed. |
| 538 | 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). |
| 539 | 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. |
| 540 | Unconventional Water Treatment Plant |
| 541 | Fixed cost for 1 MLD |
| 542 | Add for capacity above 1 MLD upto 2 MLD |
| 543 | Cost of 2 MLD treatment plant |
| 544 | Add for capacity above 2 MLD upto 3 MLD |
| 545 | Cost of 3 MLD treatment plant |
| 546 | ConventionalWater Treatment Plant (M1033) |
| 547 | Designing (aesthetically), providingconstructingandcommissioningConventionalWaterTreatmentPlantconsistingofallCivil, MechanicalandElectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel,mechanicalandelectricalcomponentsofvarioussub-worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyEngineer-in-charge (turn-key job). |
| 548 | Aeration Fountain- Plan are a not less than 0.625 square metre per MLD |
| 549 | Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge) |
| 550 | 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. |
| 551 | Flocculator – Conforming to I.S.7208-1974 (Type-C) with detention period of 30 minutes. |
| 552 | 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. |
| 553 | 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. |
| 554 | 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. |
| 555 | 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. |
| 556 | Wash Water Pumps- Capacity to fill water tank in 1 hour with 100% standby. |
| 557 | 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). |
| 558 | Chemical House in Two Storeys |
| 559 | Ground floor to accommodate 7 days" alum requirement and sundry storage. |
| 560 | First floor to accommodate alum and lime tanks.etc. |
| 561 | 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. |
| 562 | Pure Water Sump and Sump House. |
| 563 | Capacity of sump – One hour of designed flow. |
| 564 | Pump House- Pump house of required size over the sump or by the side. |
| 565 | Store House-Suitable for alum storage of three months" requirement in monsoon with 10% extra capacity for other sundry articles. |
| 566 | Vacuum feed type Chlorinators- Make tobe approved by MJP. |
| 567 | Conforming to I.S. 10533 - A Part-II 1983 |
| 568 | Rate for withdrawal |
| 569 | Temperature Kg. of Chlorine discharge Degree "C" per day (Cylinders) |
| 570 | 45 67 Tonnes |
| 571 | 10 6.359.50 110 |
| 572 | 15 10.75 16.10130 |
| 573 | 20 14.50 21.24254 |
| 574 | 27&Above18.70 28.12315 |
| 575 | Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983. |
| 576 | 100% standby shall be provided. |
| 577 | By pass arrangements - C.I. or M.S. pipes. |
| 578 | Disposal of waste from WTP: Safe disposal arrangement to near by Nala including cost of pipe |
| 579 | 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 |
| 580 | Drainage arrangements – RCC pipes up to plot boundary. |
| 581 | Electrical installation – Both internal and external including entire plant area. |
| 582 | Laboratory equipment –As per requirement (to be specified during tendering). |
| 583 | Sanitary blocks – Carpet area -15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld. |
| 584 | 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. |
| 585 | Rates given below are inclusive of up lift pressure if any and dewatering during entire work. |
| 586 | All pipes condutes channels with20%overloading |
| 587 | These rates are applicable for seismic zones 2, 3 and 4. |
| 588 | All RCC structures shall be constructed in M-300. |
| 589 | 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). |
| 590 | Conventional Water Treatment Plant |
| 591 | Above3 MLD to Upto 5 MLD |
| 592 | Cost of 5 MLD treatment plant |
| 593 | Add for capacity above 5MLD upto 10 MLD |
| 594 | Cost of 10 MLD treatment plant |
| 595 | Add for capacity above 10 MLD upto20 MLD |
| 596 | Cost of 20 MLD treatment plant |
| 597 | Add for capacity above 20 MLD upto 50 MLD |
| 598 | Cost of 50 MLD treatment plant |
| 599 | Add for capacityabove 50 MLD upto 100 MLD |
| 600 | Cost of 100 MLD treatment plant |
| 601 | Add for capacity above 100 MLD |
| 602 | 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) |
| 603 | 300 mm dia for GPT |
| 604 | 400 mm dia for HYGPT |
| 605 | 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) |
| 606 | From 0-50 meter |
| 607 | From 51-125 meter |
| 608 | 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) |
| 609 | Drillig upto 30 mtr Depth below G. L. in Rural Area |
| 610 | Drilling beyond 31 mtr upto 60 mtr below G. L. in Rural Area |
| 611 | Trenchless (M1038) |
| 612 | 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 ) |
| 613 | from 900 mm to 1000 mm dia |
| 614 | In Soft soil |
| 615 | In Hard soil |
| 616 | In sandy Soil |
| 617 | In Stone Soil |
| 618 | from 1000 mm to 1200 mm dia |
| 619 | In Soft soil |
| 620 | In Hard soil |
| 621 | In sandy Soil |
| 622 | In Stone Soil |
| 623 | Above 1200 mm to 1500 mm dia |
| 624 | In Soft soil |
| 625 | In Hard soil |
| 626 | In sandy Soil |
| 627 | In Stone Soil |
| 628 | 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 ) |
| 629 | upto 300 mm dia |
| 630 | In Soft soil |
| 631 | In Hard soil |
| 632 | In sandy Soil |
| 633 | In Stone Soil |
| 634 | Above300 mm to 450 mm dia |
| 635 | In Soft soil |
| 636 | In Hard soil |
| 637 | In sandy Soil |
| 638 | In Stone Soil |
| 639 | Above 450 mm to 600 mm dia |
| 640 | In Soft soil |
| 641 | In Hard soil |
| 642 | In sandy Soil |
| 643 | In Stone Soil |
| 644 | Above 600 mm to 900 mm dia |
| 645 | In Soft soil |
| 646 | In Hard soil |
| 647 | In sandy Soil |
| 648 | In Stone Soil |
| 649 | 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 ) |
| 650 | upto 300 mm dia |
| 651 | In Soft soil |
| 652 | In Hard soil |
| 653 | In sandy Soil |
| 654 | In Stone Soil |
| 655 | Above300 mm to 450 mm dia |
| 656 | In Soft soil |
| 657 | In Hard soil |
| 658 | In sandy Soil |
| 659 | In Stone Soil |
| 660 | Above 450 mm to 600 mm dia |
| 661 | In Soft soil |
| 662 | In Hard soil |
| 663 | In sandy Soil |
| 664 | In Stone Soil |
| 665 | Above 600 mm to 900 mm dia |
| 666 | In Soft soil |
| 667 | In Hard soil |
| 668 | In sandy Soil |
| 669 | In Stone Soil |
| 670 | 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) |
| 671 | Without byepass arrangement - PN-1 |
| 672 | 50 MM |
| 673 | 65 MM |
| 674 | 80 MM |
| 675 | 100 MM |
| 676 | 125 MM |
| 677 | 150 MM |
| 678 | 200 MM |
| 679 | 250 MM |
| 680 | 300 MM |
| 681 | 350 MM |
| 682 | 400 MM |
| 683 | 450 MM |
| 684 | 500 MM |
| 685 | 600 MM |
| 686 | 700 MM |
| 687 | 750 MM |
| 688 | 800 MM |
| 689 | 900 MM |
| 690 | 1000 MM |
| 691 | 1100 MM |
| 692 | 1200 MM |
| 693 | With byepass arrangement - PN-1 |
| 694 | 50 MM |
| 695 | 65 MM |
| 696 | 80 MM |
| 697 | 100 MM |
| 698 | 125 MM |
| 699 | 150 MM |
| 700 | 200 MM |
| 701 | 250 MM |
| 702 | 300 MM |
| 703 | 350 MM |
| 704 | 400 MM |
| 705 | 450 MM |
| 706 | 500 MM |
| 707 | 600 MM |
| 708 | 700 MM |
| 709 | 750 MM |
| 710 | 800 MM |
| 711 | 900 MM |
| 712 | 1000 MM |
| 713 | 1100 MM |
| 714 | 1200 MM |
| 715 | Without byepass arrangement - PN-1.6 |
| 716 | 50 MM |
| 717 | 65 MM |
| 718 | 80 MM |
| 719 | 100 MM |
| 720 | 125 MM |
| 721 | 150 MM |
| 722 | 200 MM |
| 723 | 250 MM |
| 724 | 300 MM |
| 725 | 350 MM |
| 726 | 400 MM |
| 727 | 450 MM |
| 728 | 500 MM |
| 729 | 600 MM |
| 730 | With byepass arrangement - PN-1.6 |
| 731 | 50 MM |
| 732 | 65 MM |
| 733 | 80 MM |
| 734 | 100 MM |
| 735 | 125 MM |
| 736 | 150 MM |
| 737 | 200 MM |
| 738 | 250 MM |
| 739 | 300 MM |
| 740 | 350 MM |
| 741 | 400 MM |
| 742 | 450 MM |
| 743 | 500 MM |
| 744 | 600 MM |
| 745 | 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 . |
| 746 | With byepass arrangement - PN-1 |
| 747 | 50 MM |
| 748 | 65 MM |
| 749 | 80 MM |
| 750 | 100 MM |
| 751 | 125 MM |
| 752 | 150 MM |
| 753 | 200 MM |
| 754 | 250 MM |
| 755 | 300 MM |
| 756 | 350 MM |
| 757 | 400 MM |
| 758 | 450 MM |
| 759 | 500 MM |
| 760 | 600 MM |
| 761 | 700MM |
| 762 | 750 MM |
| 763 | 800 MM |
| 764 | 900 MM |
| 765 | 1000 MM |
| 766 | 1100 MM |
| 767 | 1200MM |
| 768 | Without byepass arrangement - PN-1 |
| 769 | 50 MM |
| 770 | 65 MM |
| 771 | 80 MM |
| 772 | 100 MM |
| 773 | 125 MM |
| 774 | 150 MM |
| 775 | 200 MM |
| 776 | 250 MM |
| 777 | 300 MM |
| 778 | 350 MM |
| 779 | 400 MM |
| 780 | 450 MM |
| 781 | 500 MM |
| 782 | 600 MM |
| 783 | 700MM |
| 784 | 750 MM |
| 785 | 800 MM |
| 786 | 900 MM |
| 787 | 1000 MM |
| 788 | 1100 MM |
| 789 | 1200MM |
| 790 | 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 . . |
| 791 | Without byepass arrangement - PN-1.6 |
| 792 | 50 MM |
| 793 | 65 MM |
| 794 | 80 MM |
| 795 | 100 MM |
| 796 | 125 MM |
| 797 | 150 MM |
| 798 | 200 MM |
| 799 | 250 MM |
| 800 | 300 MM |
| 801 | 350 MM |
| 802 | 400 MM |
| 803 | 450 MM |
| 804 | 500 MM |
| 805 | 600 MM |
| 806 | 700MM |
| 807 | 750 MM |
| 808 | 800 MM |
| 809 | 900 MM |
| 810 | 1000 MM |
| 811 | 1100 MM |
| 812 | 1200MM |
| 813 | With byepass arrangement - PN-1.6 |
| 814 | 50 MM |
| 815 | 65 MM |
| 816 | 80 MM |
| 817 | 100 MM |
| 818 | 125 MM |
| 819 | 150 MM |
| 820 | 200 MM |
| 821 | 250 MM |
| 822 | 300 MM |
| 823 | 350 MM |
| 824 | 400 MM |
| 825 | 450 MM |
| 826 | 500 MM |
| 827 | 600 MM |
| 828 | 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) |
| 829 | Dia - 06 inch ( 150 mm ) |
| 830 | ID - 153 mm OD -167 mm |
| 831 | Screen thickness - 07 mm |
| 832 | Slot - 1.00 mm |
| 833 | MOC - LowCarbon Galvenised steel |
| 834 | Length - 5 mtr. |
| 835 | Dia - 08 inch ( 200 mm ) |
| 836 | ID - 205 mm OD -221mm |
| 837 | Screen thickness - 08 mm |
| 838 | Slot - 1.00 mm |
| 839 | MOC - LowCarbon Galvenised steel |
| 840 | Length - 5 mtr. |
| 841 | Dia - 10 inch ( 250 mm ) |
| 842 | ID - 256 mm OD -276mm |
| 843 | Screen thickness - 10 mm |
| 844 | Slot - 1.00 mm |
| 845 | MOC - LowCarbon Galvenised steel |
| 846 | Length - 5 mtr. |
| 847 | Dia - 12 inch ( 300 mm ) |
| 848 | ID - 306 mm OD -326 mm |
| 849 | Screen thickness - 10 mm |
| 850 | Slot - 1.00 mm |
| 851 | MOC - LowCarbon Galvenised steel |
| 852 | Length - 5 mtr. |
| 853 | Dia - 14 inch ( 350 mm ) |
| 854 | ID - 338 mm OD -363 mm |
| 855 | Screen thickness - 12.5 mm |
| 856 | Slot - 1.00 mm |
| 857 | MOC - LowCarbon Galvenised steel |
| 858 | Length - 5 mtr. |
| 859 | 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) |
| 860 | 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) |
| 861 | 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) |
| 862 | 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) |
| 863 | 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) |
| 864 | 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) |
| 865 | 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) |
| 866 | 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) |
| 867 | Supply of 200mm dia ribbed Screen pipe conferming toIS : 12818: 2016 (CML No. 5543459) latest revision including carrigae(Basic Rate). (M1049) |
| 868 | Supply of 125mm dia ribbed Screen pipe conferming toIS : 12818: 2016 (CML No. 5543459) latest revision including carrigae(Basic Rate). (M1050) |
| 869 | 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) |
| 870 | 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) |
| 871 | 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) |
| 872 | 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) |
| 873 | Packaged lamella clarified type WTP with MGF capacity in MLD. |
| 874 | (i)0.2 |
| 875 | (ii)0.3 |
| 876 | (iii)0.4 |
| 877 | (iv)0.5 |
| 878 | (v)0.6 |
| 879 | PVC Schedule 80 Pipe 3.00M length |
| 880 | APPLICATION :- Corrosion resistant pressure pipe, IPS sizes 1/4" through 24", for use at temperatures up to and including 140°F. Pressure rating (120 psi to 1230 psi) varies with schedule, pipe size, and temperature. Generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. Chemical resistance data is available and should be referenced for proper material selection. Pipe exhibits excellent physical properties and flammability characteristics. Typical allications include: chemical processing, plating, high purity applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer. |
| 881 | SCOPE :- This specification outlines minimum manufacturing requirements for Polyviny Chloride (PVC) Schedule 80 iron pipe size (IPS) pressure pipe. This pipe is intended for use in applications where the fluid conveyed does not exceed 140°F. This pipe meets and or exceeds the industry standards and requirements as set forth by the American Society for Testing and Materials (ASTM) and the National Sanitation Foundation (NSF International). |
| 882 | PVC MATERIALS :- The material used in the manufacture of the pipe shall be rigid polyvinyl chloride (PVC) compound, Type 1 Grade 1, with a Cell Classification of 12454 as defined in ASTM D1784, trade name designation H707 PVC. This compound shall be white or gray in color as specified, and shall be approved by NSF International for use with potable water (NSF Std 61). |
| 883 | DIMENSIONS :- All sizes of PVC Schedule 80 pipe shall be manufactured in strict accordance to the requirements of ASTM D1785 for physical dimensions and tolerances. Each prodution run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in ASTM D1785. All belled-end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the dimensional requirements and the minimum socket length for pressure-type sockets as defined in ASTM D2672. All PVC Schedule 80 pipe must also meet the requirements of NSF Standard 14 and CSA Standard B137.3 rigid PVC pipe for pressure applications, and shall bear the mark of these Listing agencies. This pipe shall have a flame spread rating of 0-25 when tested for surface burning characteristics in accordance with CAN/ULC-S102-2-M88 or equivalent. |
| 884 | PVC Schedule 80 Pipe 3.00M length |
| 885 | (i) 15mm dia Outside iameter 21.336mm, wall thickness 3.734mm, approx Inside diameter 13.462mm, max. operating pressure 850 psi |
| 886 | (ii) 20mm dia Outside iameter 26.670 mm, wall thickness 3.912mm, approx Inside diameter 18.288mm, max. operating pressure 690 psi |
| 887 | (iii) 25mm dia Outside iameter 33.401mm, wall thickness 4.547 mm, approx Inside diameter 23.876mm, max. operating pressure 630 psi |
| 888 | (iv) 32mm dia Outside iameter 42.164 mm, wall thickness 4.851mm, approx Inside diameter 32.004mm, max. operating pressure 520 psi |
| 889 | (iv) 40mm dia Outside iameter 48.260 mm, wall thickness 5.080mm, approx Inside diameter 37.592mm, max. operating pressure 470 psi |
| 890 | (v) 50mm dia Outside iameter 60.325 mm, wall thickness 5.537mm, approx Inside diameter 48.514mm, max. operating pressure 400 psi |
| 891 | PVC Fittings Schedule 80 |
| 892 | APPLICATION :- Corrosion resistant pressure pipe, IPS sizes 1/4" through 24", for use at temperatures up to and including 140°F. Pressure rating (120 psi to 1230 psi) varies with schedule, pipe size, and temperature. Generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. Chemical resistance data is available and should be referenced for proper material selection. Pipe exhibits excellent physical properties and flammability characteristics. Typical allications include: chemical processing, plating, high purity applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer. |
| 893 | SCOPE :- This specification outlines minimum manufacturing requirements for Polyviny Chloride (PVC) Schedule 80 iron pipe size (IPS) pressure pipe. This pipe is intended for use in applications where the fluid conveyed does not exceed 140°F. This pipe meets and or exceeds the industry standards and requirements as set forth by the American Society for Testing and Materials (ASTM) and the National Sanitation Foundation (NSF International). |
| 894 | PVC MATERIALS :- The material used in the manufacture of the pipe shall be rigid polyvinyl chloride (PVC) compound, Type 1 Grade 1, with a Cell Classification of 12454 as defined in ASTM D1784, trade name designation H707 PVC. This compound shall be white or gray in color as specified, and shall be approved by NSF International for use with potable water (NSF Std 61). |
| 895 | DIMENSIONS :- All sizes of PVC Schedule 80 pipe shall be manufactured in strict accordance to the requirements of ASTM D1785 for physical dimensions and tolerances. Each prodution run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in ASTM D1785. All belled-end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the dimensional requirements and the minimum socket length for pressure-type sockets as defined in ASTM D2672. All PVC Schedule 80 pipe must also meet the requirements of NSF Standard 14 and CSA Standard B137.3 rigid PVC pipe for pressure applications, and shall bear the mark of these Listing agencies. This pipe shall have a flame spread rating of 0-25 when tested for surface burning characteristics in accordance with CAN/ULC-S102-2-M88 or equivalent. |
| 896 | Elbow 90 dgree of following size |
| 897 | (i) 15 mm |
| 898 | (ii) 20 mm |
| 899 | (iii) 25 mm |
| 900 | (iv) 32 mm |
| 901 | (v) 40 mm |
| 902 | (vi) 50 mm |
| 903 | Reducer Socket of following size |
| 904 | (i) 20x15 mm |
| 905 | (ii) 25x15 mm |
| 906 | (iii) 25x20 mm |
| 907 | (iv) 32x25 mm |
| 908 | (v) 40x25 mm |
| 909 | (vi) 40x32 mm |
| 910 | (vii) 50x25 mm |
| 911 | (viii) 50x32 mm |
| 912 | (ix) 50x40 mm |
| 913 | Reducer Elbow of following size |
| 914 | (i) 20x15 mm |
| 915 | (ii) 25x15 mm |
| 916 | (iii) 25x20 mm |
| 917 | (iv) 32x25 mm |
| 918 | (v) 40x25 mm |
| 919 | (vi) 40x32 mm |
| 920 | (vii) 50x25 mm |
| 921 | (viii) 50x32 mm |
| 922 | (ix) 50x40 mm |
| 923 | Tee of following size |
| 924 | (i) 15 mm |
| 925 | (ii) 20 mm |
| 926 | (iii) 25 mm |
| 927 | (iv) 32 mm |
| 928 | (v) 40 mm |
| 929 | (vi) 50 mm |
| 930 | Coupler of following size |
| 931 | (i) 15 mm |
| 932 | (ii) 20 mm |
| 933 | (iii) 25 mm |
| 934 | (iv) 32 mm |
| 935 | (v) 40 mm |
| 936 | (vi) 50 mm |
| 937 | Reducer Tee of following size |
| 938 | (i) 20x15 mm |
| 939 | (ii) 25x15 mm |
| 940 | (iii) 25x20 mm |
| 941 | (iv) 32x15 mm |
| 942 | (v) 32x20 mm |
| 943 | (vi) 32x25mm |
| 944 | (vii) 40x25 mm |
| 945 | (viii) 40x32 mm |
| 946 | (ix) 50x25 mm |
| 947 | (x) 50x32 mm |
| 948 | (xi) 50x40 mm |
| 949 | Reducer Bush of following size |
| 950 | (i) 20x15 mm |
| 951 | (ii) 25x15 mm |
| 952 | (iii) 25x20 mm |
| 953 | (iv) 32x15 mm |
| 954 | (v) 32x20 mm |
| 955 | (vi) 32x25mm |
| 956 | (vii) 40x25 mm |
| 957 | (viii) 40x32 mm |
| 958 | (ix) 50x25 mm |
| 959 | (x) 50x32 mm |
| 960 | (xi) 50x40 mm |
| 961 | FTA of following size |
| 962 | (i) 15 mm |
| 963 | (ii) 20 mm |
| 964 | (iii) 25 mm |
| 965 | (iv) 32 mm |
| 966 | (v) 40 mm |
| 967 | (vi) 50 mm |
| 968 | End Cap of following size |
| 969 | (i) 15 mm |
| 970 | (ii) 20 mm |
| 971 | (iii) 25 mm |
| 972 | (iv) 32 mm |
| 973 | (v) 40 mm |
| 974 | (vi) 50 mm |
| 975 | MTA of following size |
| 976 | (i) 15 mm |
| 977 | (ii) 20 mm |
| 978 | (iii) 25 mm |
| 979 | (iv) 32 mm |
| 980 | (v) 40 mm |
| 981 | (vi) 50 mm |
| 982 | Tank Nipple of following size |
| 983 | (i) 15 mm |
| 984 | (ii) 20 mm |
| 985 | (iii) 25 mm |
| 986 | (iv) 32 mm |
| 987 | (v) 40 mm |
| 988 | (vi) 50 mm |
| 989 | Union Socket of following size |
| 990 | (i) 15 mm |
| 991 | (ii) 20 mm |
| 992 | (iii) 25 mm |
| 993 | (iv) 32 mm |
| 994 | (v) 40 mm |
| 995 | (vi) 50 mm |
| 996 | Threaded Elbow of following size |
| 997 | (i) 15 mm |
| 998 | (ii) 20 mm |
| 999 | (iii) 25 mm |
| 1000 | (iv) 32 mm |
| 1001 | (v) 40 mm |
| 1002 | (vi) 50 mm |
| 1003 | Ball valve of following size |
| 1004 | (i) 15 mm |
| 1005 | (ii) 20 mm |
| 1006 | (iii) 25 mm |
| 1007 | (iv) 32 mm |
| 1008 | (v) 40 mm |
| 1009 | (vi) 50 mm |
| 1010 | Solar submersible motor pump1HP (900 WP) |
| 1011 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. |
| 1012 | SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 300 watt peak. |
| 1013 | i) The SPV modules should be as per IEC-61215 and ITC 61730 part I & II |
| 1014 | ii) The efficiency of the PV modules should be minimum 13% and fill factor should be more than 70%. |
| 1015 | iii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. |
| 1016 | iv) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h. |
| 1017 | v) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 1018 | vi) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 1019 | vii) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification) |
| 1020 | viii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 1021 | ix) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP. |
| 1022 | x) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536. |
| 1023 | x) The motor pump set should have a 5 years warranty. |
| 1024 | xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) |
| 1025 | xi) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 1026 | xii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 1027 | xiii) With third party inspection before dispatch. |
| 1028 | xiv) Fitting, fixing & mounting on water tank steel structure. |
| 1029 | xvi) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 1030 | The following details should be marked indelibly on the motor pump set |
| 1031 | a) Name of the Manufacturer or Distinctive Logo. |
| 1032 | b) Model Number. |
| 1033 | c) Serial Number. |
| 1034 | Solar submersible motor pump (SPV DC Type) |
| 1035 | i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 1036 | Solar submersible motor pump2HP (1800 WP) |
| 1037 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. |
| 1038 | SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak. |
| 1039 | i) The SPV modules should be as per IEC-61215 and ITC 61730 part I & II |
| 1040 | ii) The efficiency of the PV modules should be minimum 13% and fill factor should be more than 70%. |
| 1041 | iii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. |
| 1042 | iv) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h. |
| 1043 | v) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 1044 | vi) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 1045 | vii) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification) |
| 1046 | viii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 1047 | ix) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP. |
| 1048 | x) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536. |
| 1049 | xi) The motor pump set should have a 5 years warranty. |
| 1050 | xii) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) |
| 1051 | xiii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 1052 | xiv) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 1053 | xv) With third party inspection before dispatch. |
| 1054 | xvi) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 1055 | The following details should be marked indelibly on the motor pump set |
| 1056 | a) Name of the Manufacturer or Distinctive Logo. |
| 1057 | b) Model Number. |
| 1058 | c) Serial Number. |
| 1059 | Solar submersible motor pump (SPV DC Type) |
| 1060 | i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. |
| 1061 | ITEM-WISE COST OF COMPONENTSFOR 1.0 H.P. SOLAR SUBMERSIBLE PUMP 90Meter Head |
| 1062 | 1.0 H.P. SOLAR SUBMERSIBLE PUMP MOTOR |
| 1063 | Submersible DC motor pump set |
| 1064 | The “Motor Pump Set” should have the following features : |
| 1065 | i) The mono block DC motor pump set has its driving unit and impeller mounted on a common shaft, thereby |
| 1066 | ii) Giving it a perfect alignment. The pump should be provided with specially developed mechanical seals which ensure |
| 1067 | iii) Zero leakage |
| 1068 | iv) The motor should be D.C. Motor. The suction and delivery head will depend on the site specific condition of the field. |
| 1069 | v) Submersible pumps shall be used according to the technical need of the particular case |
| 1070 | vi) The suction /delivery pipe (GI/HDPE), electric cables, floating assembly, civil work and other fittings required to |
| 1071 | vii) Install the system |
| 1072 | viii) The following details should be marked indelibly on the motor pump set. |
| 1073 | a) Name of the Manufacturer or Distinctive Logo |
| 1074 | b) Model Number |
| 1075 | c ) Serial Number |
| 1076 | ix) The motor pump set should have a 5 years warranty |
| 1077 | x) Solar Submersible Motor Pump (SPV DC Type) 1 HP (DC Pump) with 900 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs |
| 1078 | Controller for 1.0 H.P. Solar Submersible Pump |
| 1079 | Controller for 1.0 H.P. Solar Submersible Pump with max. Power point tracking system, with dry run protection & with over flow protection & with source low protection including the cost of installation & fixing in the pump room, including with cost of m.s. channel, nut, bolt, screws etc. as per MNRE Guideline with following specifications & accessories. |
| 1080 | i) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) |
| 1081 | ii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 1082 | iii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 1083 | iv) With third party inspection before dispatch. |
| 1084 | v) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 1085 | Photo-voltaic modules Panel |
| 1086 | MOUNTING STRUCTURES AND TRACKING SYSTEM |
| 1087 | The “Mounting structure” should have following features: |
| 1088 | i) The modules support structure shall be mild steel, hot dipped galvanized (120 micron) iron for holding the PV modules. The size of angle iron should not be less than 50x50x5 mm. Each panel frame structure shall be so fabricated as to be grouted on ground or roof on its legs. It will withstand server cyclone/ storm with the speed of 200 Km/hr. |
| 1089 | ii) Each panel frame shall be complete with a weatherproof junction box as per the relevant. |
| 1090 | iii) BIS specifications, where the module terminals shall be interconnected and output taken. |
| 1091 | iv) All nuts & bolts should be made of very good quality and should be corrosion resistant |
| 1092 | v) The structures should be designed to allow easy replacement of any module. |
| 1093 | vi) The array structure shall be so designed that it will occupy minimum space without scarify the out put from the SPV panels. |
| 1094 | vii) PV array is fixed at an angle of 23.50 for optimum use of solar energy. |
| 1095 | viii) The motor pump set should have a 25 years warranty |
| 1096 | Column Pipe |
| 1097 | Cost ofHeavy duty jointless ,leak proof H.D.P.E columnPIPE 32 mm dia. X 6kg/cm2holding the pump in borewell (having the capacity of bearing load of up to 3000 kg) with s.s. nipple screwed end fix with clamps & nut bolts, including cost of lowering in the bore well complete. |
| 1098 | Copper flexible power cable |
| 1099 | Cost of copper flexible power cable 4mm2 x 4core of approved quality and specially recommended for three phase solar pumps including the cost of jointing with lead of motor with cable tie & steel grip tape etc. including the cost of lowering in the bore well complete |
| 1100 | Safety rope |
| 1101 | Cost of G.I safety rope of required size for the safety of pump including the cost of lowering in the bore well complete. |
| 1102 | ITEM-WISE COST OF COMPONENTSFOR 2.0 H.P. SOLAR SUBMERSIBLE PUMP 90Meter Head |
| 1103 | 2.0 H.P. SOLAR SUBMERSIBLE PUMP MOTOR |
| 1104 | Submersible DC motor pump set |
| 1105 | The “Motor Pump Set” should have the following features : |
| 1106 | i) The mono block DC motor pump set has its driving unit and impeller mounted on a common shaft, thereby |
| 1107 | ii) Giving it a perfect alignment. The pump should be provided with specially developed mechanical seals which ensure |
| 1108 | iii) Zero leakage |
| 1109 | iv) The motor should be D.C. Motor. The suction and delivery head will depend on the site specific condition of the field. |
| 1110 | v) Submersible pumps shall be used according to the technical need of the particular case |
| 1111 | vi) The suction /delivery pipe (GI/HDPE), electric cables, floating assembly, civil work and other fittings required to |
| 1112 | vii) Install the system |
| 1113 | viii) The following details should be marked indelibly on the motor pump set. |
| 1114 | a) Name of the Manufacturer or Distinctive Logo |
| 1115 | b) Model Number |
| 1116 | c ) Serial Number |
| 1117 | ix) The motor pump set should have a 5 years warranty |
| 1118 | x) Solar Submersible Motor Pump (SPV DC Type) 2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs |
| 1119 | Controller for 2.0 H.P. Solar Submersible Pump |
| 1120 | Controller for 2.0 H.P. Solar Submersible Pump with max. Power point tracking system, with dry run protection & with over flow protection & with source low protection including the cost of installation & fixing in the pump room, including with cost of m.s. channel, nut, bolt, screws etc. as per MNRE Guideline with following specifications & accessories. |
| 1121 | i) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) |
| 1122 | ii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 1123 | iii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 1124 | iv) With third party inspection before dispatch. |
| 1125 | v) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 1126 | Photo-voltaic modules Panel |
| 1127 | MOUNTING STRUCTURES AND TRACKING SYSTEM |
| 1128 | The “Mounting structure” should have following features: |
| 1129 | i) The modules support structure shall be mild steel, hot dipped galvanized (120 micron) iron for holding the PV modules. The size of angle iron should not be less than 50x50x5 mm. Each panel frame structure shall be so fabricated as to be grouted on ground or roof on its legs. It will withstand server cyclone/ storm with the speed of 200 Km/hr. |
| 1130 | ii) Each panel frame shall be complete with a weatherproof junction box as per the relevant. |
| 1131 | iii) BIS specifications, where the module terminals shall be interconnected and output taken. |
| 1132 | iv) All nuts & bolts should be made of very good quality and should be corrosion resistant |
| 1133 | v) The structures should be designed to allow easy replacement of any module. |
| 1134 | vi) The array structure shall be so designed that it will occupy minimum space without scarify the out put from the SPV panels. |
| 1135 | vii) PV array is fixed at an angle of 23.50 for optimum use of solar energy. |
| 1136 | viii) The motor pump set should have a 25 years warranty |
| 1137 | Column Pipe |
| 1138 | Cost ofHeavy duty jointless ,leak proof H.D.P.E columnPIPE 32 mm dia. X 6kg/cm2holding the pump in borewell (having the capacity of bearing load of up to 3000 kg) with s.s. nipple screwed end fix with clamps & nut bolts, including cost of lowering in the bore well complete. |
| 1139 | Copper flexible power cable |
| 1140 | Cost of copper flexible power cable 4mm2 x 4core of approved quality and specially recommended for three phase solar pumps including the cost of jointing with lead of motor with cable tie & steel grip tape etc. including the cost of lowering in the bore well complete |
| 1141 | Safety rope |
| 1142 | Cost of G.I safety rope of required size for the safety of pump including the cost of lowering in the bore well complete. |
| 1143 | Basic rate of 65.3 mm outer dia 6.1A Brass Liner,0.9 mm thick - Short (For SDWP) in 310mm Length as per relevant IS 15500 (Part-6) :2004. This part specifies the requirement of brass components used in the asembly of IM II each type of hand pump (SDWP) covered in this standard. |
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