Bridge And Roof Company India Limited has published Tender For Piping And Associated Works, Structural Steel Works, Ug Piping Works, Etc. In Connection With Composite Works For Pdh Unit For Gail Usar Pdh-Pp Project At Usar, Alibagh, Dist.Raigad, Maharashtra. Submission Date for this Tender is 18-06-2024. Steel Structures Tenders in alibag Maharashtra. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 10-Jun-2024 | CORRIGENDUM-1 | Date | 18-06-2024 |
FileName | File Description | File Size |
BOQ_849378.xls | Tender Document | 0 KB |
Tendernotice_1.pdf | Tender Document | 0 KB |
ea7aab6e-01cd-4dd3-badc-24a26c09f9a1.html | Tender Notice | 0 KB |
Technical_Specification_P_2.rar | Tender Document | 0 KB |
HSE_Documents_GAIL_Usar.pdf | Tender Document | 0 KB |
eTender-Document-71147-Pi_1.pdf | Tender Document | 0 KB |
Sl. No. | Item Description |
1 | PIPING-UNITS |
2 | FABRICATION OF PIPING SPECIALS FROM PIPES (SUPPLIED BY OWNER) :- Fabrication of the following specials from pipes of all types & thicknesses including transportation of materials from Owner"s storage points to work site/workshop, cutting, fitup, edge preparing, welding, bending, testing (Including DP) & inspection as per specs etc. supply of all necessary equipment, consumables, labour, supervision etc. The work shall be carried out as per the specificatons,drawings and instructions of Engineer-in-Charge.Note: Sizes mentioned under the heading of Reducers (Conc. / Ecc.) are for large end. |
3 | C.S MITRE BENDS-90; THK. <= 10MM |
4 | NB 16.000 INCHES |
5 | NB 18.000 INCHES |
6 | NB 20.000 INCHES |
7 | NB 24.000 INCHES |
8 | NB 26.000 INCHES |
9 | NB 28.000 INCHES |
10 | NB 30.000 INCHES |
11 | NB 32.000 INCHES |
12 | NB 34.000 INCHES |
13 | NB 36.000 INCHES |
14 | C.S MITRE BENDS-90; THK. > 10MM AND <= 20MM |
15 | NB 40.000 INCHES |
16 | NB 42.000 INCHES |
17 | NB 44.000 INCHES |
18 | NB 46.000 INCHES |
19 | NB 48.000 INCHES |
20 | NB 50.000 INCHES |
21 | NB 52.000 INCHES |
22 | C.S MITRE BENDS-45; THK. <= 10MM |
23 | NB 16.000 INCHES |
24 | NB 18.000 INCHES |
25 | NB 20.000 INCHES |
26 | NB 24.000 INCHES |
27 | NB 26.000 INCHES |
28 | NB 28.000 INCHES |
29 | NB 30.000 INCHES |
30 | NB 32.000 INCHES |
31 | NB 36.000 INCHES |
32 | C.S MITRE BENDS-45; THK. > 10MM AND <= 20MM |
33 | NB 40.000 INCHES |
34 | NB 42.000 INCHES |
35 | NB 44.000 INCHES |
36 | NB 46.000 INCHES |
37 | NB 48.000 INCHES |
38 | NB 50.000 INCHES |
39 | NB 52.000 INCHES |
40 | C.S CONC. REDUCERS; THK. <= 10MM |
41 | NB 16.000 INCHES |
42 | NB 18.000 INCHES |
43 | NB 20.000 INCHES |
44 | NB 24.000 INCHES |
45 | NB 26.000 INCHES |
46 | NB 28.000 INCHES |
47 | NB 30.000 INCHES |
48 | NB 32.000 INCHES |
49 | NB 34.000 INCHES |
50 | NB 36.000 INCHES |
51 | C.S CONC. REDUCERS; THK. > 10MM AND <= 20MM |
52 | NB 42.000 INCHES |
53 | NB 44.000 INCHES |
54 | NB 46.000 INCHES |
55 | NB 48.000 INCHES |
56 | NB 50.000 INCHES |
57 | NB 52.000 INCHES |
58 | C.S ECC. REDUCERS; THK. <= 10MM |
59 | NB 16.000 INCHES |
60 | NB 18.000 INCHES |
61 | NB 20.000 INCHES |
62 | NB 24.000 INCHES |
63 | NB 26.000 INCHES |
64 | NB 28.000 INCHES |
65 | NB 30.000 INCHES |
66 | NB 32.000 INCHES |
67 | NB 34.000 INCHES |
68 | NB 36.000 INCHES |
69 | C.S ECC. REDUCERS; THK. > 10MM AND <= 20MM |
70 | NB 40.000 INCHES |
71 | NB 42.000 INCHES |
72 | NB 44.000 INCHES |
73 | NB 46.000 INCHES |
74 | NB 48.000 INCHES |
75 | NB 50.000 INCHES |
76 | NB 52.000 INCHES |
77 | C.SFUNNELS |
78 | NB4.000 INCHES |
79 | NB6.000 INCHES |
80 | NB8.000 INCHES |
81 | NB 10.000 INCHES |
82 | NB 12.000 INCHES |
83 | PIPING (ABOVE GROUND) :-Transportation of all piping items from Owner"s storage point to work site/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required); fitup, bending, preheating wherever required, welding, threading, and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever required & all other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer&blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcingpads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), welding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaning & flushing by water/compressed air,hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed aircompleting all such works in all respects as per the specifications, drawings and instructions of Engineer-in-Charge. Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. |
84 | CARBON STEEL PIPING (NON IBR); THK. <= 10MM |
85 | FABRICATION (BUTT WELD) |
86 | NB UPTO 1.5 INCH |
87 | NB 2 INCH - 6 INCH |
88 | NB 8 INCH - 14 INCH |
89 | NB 16 INCH - 24 INCH |
90 | NB 26 INCH - 36 INCH |
91 | NB 38 INCH - 48 INCH |
92 | FABRICATION (FILLET WELD) |
93 | NB UPTO 1.5 INCH |
94 | NB 2 INCH - 6 INCH |
95 | NB 8 INCH - 14 INCH |
96 | NB 16 INCH - 24 INCH |
97 | NB 26 INCH - 36 INCH |
98 | NB 38 INCH - 48 INCH |
99 | NB 50 INCH - 60 INCH |
100 | ERECTION (OTHER THAN SPOOL) |
101 | NB UPTO 1.5 INCH |
102 | NB 2 INCH - 6 INCH |
103 | NB 8 INCH - 14 INCH |
104 | NB 16 INCH - 24 INCH |
105 | NB 26 INCH - 36 INCH |
106 | NB 38 INCH - 48 INCH |
107 | NB 50 INCH - 60 INCH |
108 | CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM |
109 | FABRICATION (BUTT WELD) |
110 | NB 2 INCH - 6 INCH |
111 | NB 8 INCH - 14 INCH |
112 | NB 16 INCH - 24 INCH |
113 | NB 26 INCH - 36 INCH |
114 | NB 38 INCH - 48 INCH |
115 | NB 50 INCH - 60 INCH |
116 | ABOVE 60 INCH |
117 | ERECTION (OTHER THAN SPOOL) |
118 | NB 2 INCH - 6 INCH |
119 | NB 8 INCH - 14 INCH |
120 | NB 16 INCH - 24 INCH |
121 | NB 26 INCH - 36 INCH |
122 | NB 38 INCH - 48 INCH |
123 | NB 50 INCH - 60 INCH |
124 | ABOVE 60 INCH |
125 | CARBON STEEL PIPING (IBR); THK. <= TO 10MM |
126 | FABRICATION (BUTT WELD) |
127 | NB UPTO 1.5 INCH |
128 | NB 2 INCH - 6 INCH |
129 | NB 8 INCH - 14 INCH |
130 | NB 16 INCH - 24 INCH |
131 | FABRICATION (FILLET WELD) |
132 | NB UPTO 1.5 INCH |
133 | ERECTION (OTHER THAN SPOOL) |
134 | NB UPTO 1.5 INCH |
135 | NB 2 INCH - 6 INCH |
136 | NB 8 INCH - 14 INCH |
137 | NB 16 INCH - 24 INCH |
138 | CARBON STEEL PIPING (IBR); THK. > 10MM AND <= 20MM |
139 | FABRICATION (BUTT WELD) |
140 | NB 2 INCH - 6 INCH |
141 | NB 8 INCH - 14 INCH |
142 | NB 16 INCH - 24 INCH |
143 | ERECTION (OTHER THAN SPOOL) |
144 | NB 2 INCH - 6 INCH |
145 | NB 8 INCH - 14 INCH |
146 | NB 16 INCH - 24 INCH |
147 | STAINLESS STEEL PIPING (NON-IBR); THK. <= 10MM |
148 | FABRICATION (BUTT WELD) |
149 | NB UPTO 1.5 INCH |
150 | NB 2 INCH - 6 INCH |
151 | NB 8 INCH - 14 INCH |
152 | NB 16 INCH - 24 INCH |
153 | NB 26 INCH - 36 INCH |
154 | FABRICATION (FILLET WELD) |
155 | NB UPTO 1.5 INCH |
156 | ERECTION (OTHER THAN SPOOL) |
157 | NB UPTO 1.5 INCH |
158 | NB 2 INCH - 6 INCH |
159 | NB 8 INCH - 14 INCH |
160 | NB 16 INCH - 24 INCH |
161 | NB 26 INCH - 36 INCH |
162 | STAINLESS STEEL PIPING (NON-IBR); THK. > 10MM AND <= 20MM |
163 | FABRICATION (BUTT WELD) |
164 | NB 16 INCH - 24 INCH |
165 | NB 26 INCH - 36 INCH |
166 | NB 38 INCH - 48 INCH |
167 | NB 50 INCH - 60 INCH |
168 | ERECTION (OTHER THAN SPOOL) |
169 | NB 16 INCH - 24 INCH |
170 | NB 26 INCH - 36 INCH |
171 | NB 38 INCH - 48 INCH |
172 | NB 50 INCH - 60 INCH |
173 | STAINLESS STEEL PIPING (NON-IBR); THK. > 20MM AND <= 30MM |
174 | FABRICATION (BUTT WELD) |
175 | ABOVE 60 INCH |
176 | ERECTION (OTHER THAN SPOOL) |
177 | ABOVE 60 INCH |
178 | ALLOY STEEL PIPING (NON-IBR); THK. <= 10MM |
179 | FABRICATION (BUTT WELD) |
180 | NB UPTO 1.5 INCH |
181 | NB 2 INCH - 6 INCH |
182 | NB 16 INCH - 24 INCH |
183 | FABRICATION (FILLET WELD) |
184 | NB UPTO 1.5 INCH |
185 | ERECTION (OTHER THAN SPOOL) |
186 | NB UPTO 1.5 INCH |
187 | NB 2 INCH - 6 INCH |
188 | NB 16 INCH - 24 INCH |
189 | ALLOY STEEL PIPING (NON-IBR); THK. > 10MM AND <= 20MM |
190 | FABRICATION (BUTT WELD) |
191 | NB 8 INCH - 14 INCH |
192 | NB 16 INCH - 24 INCH |
193 | NB 26 INCH - 36 INCH |
194 | ABOVE 60 INCH |
195 | ERECTION (OTHER THAN SPOOL) |
196 | NB 8 INCH - 14 INCH |
197 | NB 16 INCH - 24 INCH |
198 | NB 26 INCH - 36 INCH |
199 | ABOVE 60 INCH |
200 | ALLOY STEEL PIPING (NON-IBR); THK. > 20MM AND <= 30MM |
201 | FABRICATION (BUTT WELD) |
202 | NB 50 INCH - 60 INCH |
203 | ERECTION (OTHER THAN SPOOL) |
204 | NB 50 INCH - 60 INCH |
205 | ALLOY STEEL PIPING (IBR); THK. <= 10MM |
206 | FABRICATION (BUTT WELD) |
207 | NB UPTO 1.5 INCH |
208 | NB 2 INCH - 6 INCH |
209 | FABRICATION (FILLET WELD) |
210 | NB UPTO 1.5 INCH |
211 | ERECTION (OTHER THAN SPOOL) |
212 | NB UPTO 1.5 INCH |
213 | NB 2 INCH - 6 INCH |
214 | ALLOY STEEL PIPING (IBR); THK. > 10MM AND <= 20MM |
215 | FABRICATION (BUTT WELD) |
216 | NB 2 INCH - 6 INCH |
217 | NB 8 INCH - 14 INCH |
218 | NB 16 INCH - 24 INCH |
219 | ERECTION (OTHER THAN SPOOL) |
220 | NB 2 INCH - 6 INCH |
221 | NB 8 INCH - 14 INCH |
222 | NB 16 INCH - 24 INCH |
223 | STEAM TRACERS CARBON STEEL |
224 | NB0.500 INCHES |
225 | NB0.750 INCHES |
226 | VALVES :- Transportation of all types of valves (Including special valves, motor operatedvalves, PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owner"s storage points to contractor"s stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required as per specification, drawings and directions of Engineer-in-Charge. |
227 | FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#) |
228 | NB0.750 INCHES |
229 | NB1.500 INCHES |
230 | NB2.000 INCHES |
231 | NB3.000 INCHES |
232 | NB4.000 INCHES |
233 | NB6.000 INCHES |
234 | NB8.000 INCHES |
235 | NB 10.000 INCHES |
236 | NB 12.000 INCHES |
237 | NB 14.000 INCHES |
238 | NB 16.000 INCHES |
239 | NB 18.000 INCHES |
240 | NB 20.000 INCHES |
241 | NB 24.000 INCHES |
242 | NB 30.000 INCHES |
243 | NB 36.000 INCHES |
244 | CONTROL VALVES (UPTO 600#) |
245 | NB1.000 INCHES |
246 | NB1.500 INCHES |
247 | NB2.000 INCHES |
248 | NB3.000 INCHES |
249 | NB4.000 INCHES |
250 | NB6.000 INCHES |
251 | NB8.000 INCHES |
252 | NB 10.000 INCHES |
253 | NB 12.000 INCHES |
254 | NB 14.000 INCHES |
255 | NB 16.000 INCHES |
256 | CARBON STEEL BW VALVES INCLUDING MOV (NON IBR) |
257 | NB0.750 INCHES |
258 | NB2.000 INCHES |
259 | NB3.000 INCHES |
260 | NB8.000 INCHES |
261 | AS/SS BW-VALVES INCLUDING MOV(NON-IBR) |
262 | NB0.750 INCHES |
263 | NB1.000 INCHES |
264 | ON-OFF / SHUTDOWN VALVE (UPTO 600#) |
265 | NB0.750 INCHES |
266 | NB1.000 INCHES |
267 | NB1.500 INCHES |
268 | NB2.000 INCHES |
269 | NB3.000 INCHES |
270 | NB4.000 INCHES |
271 | NB6.000 INCHES |
272 | NB8.000 INCHES |
273 | NB 10.000 INCHES |
274 | NB 12.000 INCHES |
275 | ON-OFF / SHUTDOWN VALVE (900# & ABOVE) |
276 | NB3.000 INCHES |
277 | PRESS. RELIEF/ SAFETY VALVES, PILOT OP. SAFETY VALVES (UPTO 600#)( Size are valve inlet size) |
278 | NB1.000 INCHES |
279 | NB1.500 INCHES |
280 | NB2.000 INCHES |
281 | NB3.000 INCHES |
282 | NB4.000 INCHES |
283 | NB6.000 INCHES |
284 | NB8.000 INCHES |
285 | EXPANSION JOINTS/BELLOWS :- Transportation ofalltypesofExpansion Joints/Bellows from owner"sstorage points to contractor"s stores/work site andinstallation/ assembly of expansion joints and fixing of gaskets, bolts&nuts wherever requiredas per drawings, specifications and directions of Engineer-in-charge. |
286 | METALLIC EXPANSION JOINTS(INCLUDING TEFLON LINED) |
287 | NB 36.000 INCHES |
288 | NB 42.000 INCHES |
289 | NB 48.000 INCHES |
290 | NB 54.000 INCHES |
291 | NB 60.000 INCHES |
292 | NB 72.000 INCHES |
293 | NB 84.000 INCHES |
294 | NB 90.000 INCHES |
295 | SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owner"s storage points to contractor"s stores/worksite and installation of spring support assemblies for all rating including assembly, if any, fixing of gaskets bolts/nuts, welding attachments wherever required as per specification, drawings and directions of Engineer-in-Charge. Contractor to ensure that travel stops are removed and spring is locked in cold load position for Hydrotest. It shall be ensured that locking devices are removed and springs are properly set at hot load position during commissioning. |
296 | SPRING SUPPORT ASSEMBLIES |
297 | REINFORCING PADS FOR PIPES :- Fabrication ofreinforcingpads for pipeconnection wherever required (from pipes only suppliedbytheOwner)and erection, fitup, welding & testing (including DP) if required of the same andas per the specifications, drawings and instructions ofthe Engineer-in-Charge. Note: Sizes mentioned forReinforcing Pads are for branch pipe |
298 | C.S REINFORCING PADS |
299 | NB2.000 INCHES |
300 | NB3.000 INCHES |
301 | NB4.000 INCHES |
302 | NB6.000 INCHES |
303 | NB8.000 INCHES |
304 | NB 10.000 INCHES |
305 | NB 12.000 INCHES |
306 | NB 14.000 INCHES |
307 | NB 16.000 INCHES |
308 | NB 18.000 INCHES |
309 | NB 20.000 INCHES |
310 | NB 24.000 INCHES |
311 | NB 26.000 INCHES |
312 | NB 30.000 INCHES |
313 | NB 36.000 INCHES |
314 | NB 42.000 INCHES |
315 | A.S REINFORCING PADS |
316 | NB2.000 INCHES |
317 | NB3.000 INCHES |
318 | NB4.000 INCHES |
319 | NB6.000 INCHES |
320 | NB8.000 INCHES |
321 | NB 10.000 INCHES |
322 | S.S REINFORCING PADS |
323 | NB2.000 INCHES |
324 | NB3.000 INCHES |
325 | NB4.000 INCHES |
326 | NB6.000 INCHES |
327 | NB8.000 INCHES |
328 | NB 10.000 INCHES |
329 | NB 12.000 INCHES |
330 | DYE PENETRATION TEST :- Performance of dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge. |
331 | DYE PENETRANT TEST |
332 | PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- Fabrication, erection (at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads (including corrosion pads & protection shields), welding of stiffeners as per drawings, T post etc. of all types including all necessary equipments, consumables, labour,returning surplus materials and scrap etc to owner"s storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. |
333 | DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED) |
334 | DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED) |
335 | DUMMY PIPE SUPPORTS FOR A.S (OWNER SUPPLIED) |
336 | PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY B AND R) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), welding of stiffeners as per drawings, T post etc. of all types including all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. |
337 | C.S STRUCTURAL STEEL (B AND R SUPPLIED) |
338 | S.S STRUCTURAL STEEL (B AND R SUPPLIED) |
339 | A.S STRUCTURAL STEEL (B AND R SUPPLIED) |
340 | WOODEN/HIGH DENSITY PUF SUPPORTS FOR COLD LINES:- Shaping, positioning and fixing of cold line supports as per EIL pipe support standard having the following specifications: Wood specification:Hard wood, chemically treated with creosote under pressure. Quality of wood to conform class-I durability as per IS-3629 & Grade-I timber of Group-A withpermissible compression strength of 70 Kg/cm2 perpendicular to grains as per IS-883. PUF specifications: Density for lines upto 6" NB : 240 kg/cm3 Density for lines above 6" NB : 320 kg/cm3 |
341 | WOODEN BLOCKS |
342 | HIGH DENSITY (240 Kg/Cu.M) PUF BLOCKS |
343 | HIGH DENSITY (320 Kg/Cu.M) PUF BLOCKS |
344 | MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owner"s storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge. |
345 | FLAME CUTTING C.S PIPINGIBR/NON IBR |
346 | HACKSAW CUTTING C.S PIPINGIBR/NON IBR |
347 | BEVELLINGC.S PIPINGIBR/NON IBR |
348 | FITUP & WELDINGC.S PIPINGIBR/NON IBR |
349 | FLAME CUTTINGS.S PIPINGIBR/NON IBR |
350 | HACKSAW CUTTINGS.S PIPINGIBR/NON IBR |
351 | BEVELLINGS.S PIPINGIBR/NON IBR |
352 | FITUP & WELDINGS.S PIPINGIBR/NON IBR |
353 | FLAME CUTTINGA.S PIPINGIBR/NON IBR |
354 | HACKSAW CUTTINGA.S PIPINGIBR/NON IBR |
355 | BEVELLINGA.S PIPINGIBR/NON IBR |
356 | FITUP & WELDINGA.S PIPINGIBR/NON IBR |
357 | REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P&IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed, unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point (within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge. |
358 | C.S/A.S PIPING |
359 | S.S PIPING |
360 | PIPE DAVITS: Fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary equipment, tools & tackles, consumables, labour, supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge. |
361 | PIPE DAVITS |
362 | DISMANTLING AND RE-ERECTION OF VALVES: De-bolting / Dismantling / dropping of all types & ratings oferected valves viz. Control Valves, Safety Valves, Remote Operated Valves, Motor Operated Valves, Shut-Down Valves & Non Return Valve and re-erection at all elevation/location, installation & tightening of gaskets, bolts nuts by consumable, tools and tackles etc. & complete the work in all respect as per the drawing, instruction of owner¿s / Engineers-in-Charge. |
363 | CONTROL VALVES (UPTO 600#) |
364 | NB1.000 INCHES |
365 | NB1.500 INCHES |
366 | NB2.000 INCHES |
367 | NB3.000 INCHES |
368 | NB4.000 INCHES |
369 | NB6.000 INCHES |
370 | NB8.000 INCHES |
371 | NB 10.000 INCHES |
372 | NB 12.000 INCHES |
373 | NB 14.000 INCHES |
374 | NB 16.000 INCHES |
375 | ON-OFF / SHUTDOWN VALVE (UPTO 600#) |
376 | NB0.750 INCHES |
377 | NB1.000 INCHES |
378 | NB1.500 INCHES |
379 | NB2.000 INCHES |
380 | NB3.000 INCHES |
381 | NB4.000 INCHES |
382 | NB6.000 INCHES |
383 | NB8.000 INCHES |
384 | NB 10.000 INCHES |
385 | NB 12.000 INCHES |
386 | ON-OFF / SHUTDOWN VALVE (900# & ABOVE) |
387 | NB3.000 INCHES |
388 | PRESS. RELIEF/ SAFETY VALVES, PILOT OP. SAFETY VALVES (UPTO 600#)( Size are valve inlet size) |
389 | NB0.750 INCHES |
390 | NB1.000 INCHES |
391 | NB1.500 INCHES |
392 | NB2.000 INCHES |
393 | NB3.000 INCHES |
394 | NB4.000 INCHES |
395 | NB6.000 INCHES |
396 | NB8.000 INCHES |
397 | MANHOLE OPENING AND BOX UP (FOR SIZE FROM 20" TO 40" DIA., ALL RATINGS) : Opening of manhole flanges of static equipments at any elevation & re-boxing up of the same, cleaning of mating surfaces of flanges, Cleaning & greasing of bolts & nuts, providing gaskets, stud nuts ( gaskets & stud nuts to be issued from owner store & transported to site if required), tightening the bolts by manual / torque wrench/ tensioner by providing all necessary manpower, tools & tackles, Torque wrench / Bolt tensioner ( wherever required), Lapping Paste, scaffolding, consumables etc. and complete the job in all respect up to the satisfaction / instruction of owner"s / engineer in charge. |
398 | MANHOLE OPENING AND BOX UP (FOR SIZE FROM 20" TO 40" DIA., ALL RATINGS) |
399 | Transportation of pre-fabricated spool piece from Owner"storage points to Contractor"s store / work site, including rectification of damaged bevelling, if any erection of spools on rack and at all elevations,connecting with equipment Nozzles including fixing ofgaskets, nuts, bolts, cutting of spools, edge preparation,wherever required, fitup ,welding, hydrotesting, alignment,cleaning, flushing by water / compressed air, etc. Contractor also have to modify and use the existing pipes and fittings to create new spools to suit at site conditions.The work shall be carried out as per drawing / document and as per the instruction of Engineer-In-Charge. |
400 | ERECTION OF PRE-FABRICATED SPOOLS ALL TYPES OF MATERIAL (CS / AS / SS) |
401 | UP TO 1.5 INCHES |
402 | NB 2.0 INCHES - 6.0 INCHES |
403 | NB 8.0 INCHES - 14.0 INCHES |
404 | NB 16.0 INCHES - 24.0 INCHES |
405 | NB 26.0 INCHES - 36.0 INCHES |
406 | NB 38.0 INCHES - 48.0 INCHES |
407 | NB 50.0 INCHES - 60.0 INCHES |
408 | ABOVE NB 60.0 INCHES |
409 | FIELD JOINTS OF PRE-FABRICATED SPOOLS ALL TYPES OF MATERIAL (CS / AS / SS) |
410 | UP TO 1.5 INCHES |
411 | NB 2.0 INCHES - 6.0 INCHES |
412 | NB 8.0 INCHES - 14.0 INCHES |
413 | NB 16.0 INCHES - 24.0 INCHES |
414 | NB 26.0 INCHES - 36.0 INCHES |
415 | NB 38.0 INCHES - 48.0 INCHES |
416 | NB 50.0 INCHES - 60.0 INCHES |
417 | ABOVE NB 60.0 INCHES |
418 | Installation of Pre-insulated SS Tubing for Steam Tracing: Transportation of all related pre-insulated tubing materials from Owner"s storage point to work site/workshop; fabrication, erection, supporting, testing etc., of Pre-insulated SS Tubing from the Steam supply manifold outlet upto the traced pipe & from the traced pipe to the Condensate Recovery manifold including supply of all enabling materials (including adaptor for joining tube with CS pipe),clamps, supports etc.; including tube bending, cutting, end preparation, making connections, supporting etc. as per specification (B378-6-44-0022), manufacturer specification,standard & guidelines etc. with all other tools and tackles including bending/crimping tools, sealing kits etc., skilled manpower including adequate prevention from dust contamination etc. to complete the work in all respect at all elevations as per the directions of the Engineer-in-Charge. |
419 | Pre-insulated SS tubing. |
420 | 0.5 INCH (WITH LP STEAM ) |
421 | 0.75 INCH (WITH LP STEAM) |
422 | Supply of Flame proof torches- rechargeable (with high intensity) |
423 | Supply of 40/80 wire-mesh SS for covering strainers/filters |
424 | Supply of rubber hoses(1", 15 mtr length, pressure-500 psi) |
425 | Supply of fire hoses with connector for fire hydrants (dia. 63 mm, length-15 mtr as per relevant international specifications) |
426 | To and fro transportation of all electrical, instruments, mechanical items from site/store ( within 100 km radius as per instruction of engineer-in charge. Suitable packing shall be included in quoted rates) |
427 | G.I. Piping (Above Ground) |
428 | Laying ABOVE GROUND mild steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system/drinking water system conforming to piping material specification class J2A including jointing/fixing of fittings (reducing tees, tees, elbows, nipples, couplings etc.), flanges, valves, gaskets, bolts, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, edge preparation, fitup, welding, supporting, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on equipments, pumps, compressors etc. and at all elevations, including joining of piping components with threaded/flanged/welded connections,repair of galvanized surfaces which are burnt out due to welding or are damaged shall be wire brushed and cold galvanized with zinc coating compound including installation of spray nozzles, Quartzoid bulb detectors, restriction orifice, hydrostatic testing of the piping including supply of necessary fittings etc., cleaning, flushing, drying and complete the work in totality as per specifications, drawings and instructions of Engineer-in charge. GI Pipe, fittings, Spray nozzles, restriction orifice, Quartzoid bulb detectors, etc. shall be given as free issue to the contractor. |
429 | NB 0.500 INCH |
430 | NB 0.7500 INCH |
431 | NB 1.000 INCH |
432 | NB 1.500 INCH |
433 | NB 2.000 INCH |
434 | NB 3.000 INCH |
435 | NB 4.000 INCH |
436 | NB 6.000 INCH |
437 | NB 8.000 INCH |
438 | NB 10.000 INCH |
439 | NB 12.000 INCH |
440 | NB 14.000 INCH |
441 | HIGH DENSITY (500 Kg/Cu.M) PUF BLOCKS:- Shaping,positioning and fixing of cold line supports as per EIL pipe support standard/ specifications; ALSO REFERCOLDINSULATION SPECIFICATION 6-79-0027 ANDADDENDUM,IF ANY. |
442 | Transportation of Equipment from Owner"s store/Contractor"s store to work site. Assembly of subassemblies, placing the equipment on monorail, levelling, aligning, fixing of bolts, providing manpower for carrying out trial and start up runs and testing under the supervision guidance of manufacturer/clients- personnel and rectifying defects of any and completing the work in all respects as per drawing, specifications and instructions of engineer in charge for each equipment including accessories. Also refer Scope of work /Job specification attached with the tender. |
443 | Chain Pulley Block Capacity- Upto 10 MT |
444 | Chain Pulley Block Capacity- from 15 MT to 25 MT |
445 | HYDROTESTING OF EQUIPMENT |
446 | HYDROSTATIC TESTING OF EXCHANGERS (shell and tube): Hydrostatic testing of exchangers single tier or multitier including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, arranging water hoses, gauges, valves, test pumps and all other temporary arrangements, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-Charge. In case, if leakage is found in gaskets and gaskets are replaced, then re-hydrotest to be done with new gasket after reassembly. (AS PER ERECTION SPECIFICATION ENCLOSED) |
447 | Hydrotesting of shell side |
448 | upto 20m3 |
449 | above 20m3 to 50m3 |
450 | Hydrotesting of tube side |
451 | upto 20m3 |
452 | above 20m3 to 50m3 |
453 | Rehydrotesting of tube side in floating heat exchangers if leakage is noticed by drop in pressure and no leakage in any of the external joints, hinting at floating head gasket leakage. Shell cover is to be opened and tube side is to be filled with water. |
454 | upto 20m3 |
455 | above 20m3 to 50m3 |
456 | HYDROSTATIC TESTING OF HEAT EXCHANGERS UNDER IBR SERVICE: Hydrostatic testing of Heat Exchangers single tier or multitier including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, arranging water hoses, gauges, valves, test pumps and all other temporary arrangements, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-Charge. In case, if leakage is found in gaskets and gaskets are replaced, then re-hydro test to be done with new gasket after reassembly. Obtaining necessary IBR approvals/ certificates on this account, as per the instructions of Engineer-In-Charge, is also be included in contractor scope within the quoted price. |
457 | Hydrotesting of Shell side(IBR) of Exchanger |
458 | upto 20m3 |
459 | Hydrotesting of Tube side(IBR) of Exchanger |
460 | upto 20m3 |
461 | HYDROSTATIC TESTING OF VESSEL UNDER IBR SERVICE: Hydrostatic testing of vessels including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, arranging water hoses, gauges, valves, test pumps and all other temporary arrangements, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-Charge. In case, if leakage is found in gaskets and gaskets are replaced, then re-hydro test to be done with new gasket after reassembly. Obtaining necessary IBR approvals/ certificates on this account, as per the instructions of Engineer-In-Charge, is also be included in contractor scope within the quoted price. |
462 | upto 20m3 |
463 | STRUCTURAL STEEL WORKSSPEC NO. 6-68-0006 |
464 | General Steel Works - FIM Items |
465 | Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade)at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR"S SCOPE. |
466 | Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR"S SCOPE. |
467 | Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR"S SCOPE. |
468 | General Steel Works |
469 | Transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, etc., all complete. SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE (EXCEPT STRUCTURAL STEEL, GALVANIZED NUTS, WASHER AND BOLTS FOR FIELD BOLTED JOINTS) IN CONTRACTOR"S SCOPE. |
470 | Transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, etc., all complete. SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE (EXCEPT STRUCTURAL STEEL, GALVANIZED NUTS, WASHER AND BOLTS FOR FIELD BOLTED JOINTS) IN CONTRACTOR"S SCOPE. |
471 | Transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, etc., all complete. SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE (EXCEPT STRUCTURAL STEEL, GALVANIZED NUTS, WASHER AND BOLTS FOR FIELD BOLTED JOINTS) IN CONTRACTOR"S SCOPE. |
472 | Transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, etc., all complete. SUPPLY OF ALL MATERIALS IN CONTRACTOR"S SCOPE (EXCEPT STRUCTURAL STEEL, GALVANIZED NUTS, WASHER AND BOLTS FOR FIELD BOLTED JOINTS) IN CONTRACTOR"S SCOPE. |
473 | Fabricating at CONTRACTOR"s shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edgepreparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR"S SCOPE. |
474 | Fabricating at CONTRACTOR"s shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edgepreparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR"S SCOPE. |
475 | STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007) |
476 | Yst310 IS 4923 |
477 | Transporting, storing, fabricating, erecting in position and testing/examining at all locations and levels bolted and/or welded STRUCTURAL STEEL WORKS using ""HOT FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS Conforming to IS:4923, Grade Yst 310 of approved make"" in all type of trusses, purlins, girders, side rails, columns, runners,beams, ties, portals, frame work, bracings, brackets, sagrods etc. including all handling, straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary Grout/premix free flow Non-Shrink Grout as specified,etc. all complete as specified and directed. |
478 | Transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using ""COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make"" in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework,bracing, brackets, sagrods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified, etc. all complete as specified and directed. |
479 | MS Grating Cat. A,B - Non FIM Items |
480 | Erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7-65-0206 (in catch basins, drains, etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer"s supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed |
481 | Hand Railing 1000mm - Non FIM Items |
482 | Fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, etc. all complete as specified, shown and directed. (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
483 | Fabricating and fixing in position (to already erected vertical posts for Hand Railing) at all locations ONLY TOP RAIL 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, welding, bending, etc. all complete as specified, shown and directed. |
484 | Fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, etc. all complete as specified, shown and directed. (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
485 | Hand Railing 500mm - Non FIM Items |
486 | Fabricating and fixing in position at all locations 500mm HIGH INCLINED HAND RAILING (for stair cases) consisting of top rail & vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, etc. all complete as specified, shown and directed. (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
487 | Fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, etc. all complete as specified, shown and directed. (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). |
488 | Steelwork - Non FIM Items |
489 | Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed. |
490 | Installation of portable DCP (Dry Chemical Powder) portable extinguisher including transporting the same to worksite from Owner"s store, fixing in position including supply of all fixing material, labor etc. complete as per drawings, specification and directions of Engineer-in-Charge. |
491 | Capacity in Kg 9 |
492 | Capacity in Kg 6 |
493 | Installing/Placing in position, trolley mounted DCP (Dry Chemical Powder) portable extinguisher including transporting the same to worksite from Owner"s store, labor etc. complete as per drawings, specification and directions of Engineer-in-Charge. |
494 | Capacity in Kg 50 |
495 | Capacity in Kg 25 |
496 | Fabrication and Erection of piping (underground) |
497 | Laying and joining of externally 3L PE pre-coated Carbon Steel pipes and specials underground including transportation of all material from Owner"s storage point to worksite, earthwork in excavation in all types of soils excluding soft rock and hard rock,for pipe trenches, saddles, etc. including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, cutting of pipes to required lengths if required, edge preparation, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairs of coating defects not attributed to owner (i.e. defects occurring after taking over of pipes from owner), coating of all field weld joints etc. as per specification no. 6-71-0044 including supply of coating material for field joints,inspection and testing for the corrosion protection coating as per specification, cutting of road wherever required and making good the same,hydrostatic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part- VII or 85% relative density as per IS: 2720 Part XIV as applicable, making good the surface, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipes and specials to owner"s storage point (All the materials except Pre-coated Pipes and fittings shall be supplied by contractor)(Pre-coated Pipes and fittings shall be issued free of cost by Owner.) (Depth of excavation for pipe trench shall be upto 3.0m) |
498 | Carbon SteelPiping (Non IBR), Thickness <=10 mm |
499 | Fabrication, For the following nominal sizes |
500 | NB 2 inch - 6 inch |
501 | NB 8 inch - 14 inch |
502 | NB 16 inch - 24 inch |
503 | Erection including corrosion protection coating of field joints, for Water System (Pressure Piping), Forfollowing Nominal Sizes |
504 | NB 2 inch - 6 inch |
505 | NB 8 inch - 14 inch |
506 | NB 16 inch - 24 inch |
507 | Laying and joining of 3L-PEpre coated Carbon Steel pipes and specials underground including transportation of all material from Owner"s storage point to worksite, cutting of pipes to required lengths if required, edge preparation, laying the pipes in RCC trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments, providing reinforcing pads as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairs of pipe and coating defects not attributed to owner (i.e. defects occurring after taking over of pipes from owner), coating of all field weld joints etc. as per relevant specification, including supply of coating material for field joints, inspection and testing for the corrosion protection coating as per specification, hydrostatic testing of the system, flushing etc. complete as per drawings, specifications and instructions of Engineer-in- Charge including return of all unused / scrap pipes and specials to owner"s storage point (All the materials except 3L-PEpre coated Carbon Steel pipes and fittings shall be supplied by contractor). (3LPE pre coated Carbon Steel pipes and fittings shall be issued free of cost by Owner.) (Construction of RCC trench, backfilling with sand shall be paid under separate relevant items) |
508 | Carbon SteelPiping (Non IBR), Thickness <=10 mm |
509 | Fabrication, For the following nominal sizes |
510 | NB 2 inch - 6 inch |
511 | NB 8 inch - 14 inch |
512 | NB 16 inch - 24 inch |
513 | Erection , for Water System (Pressure Piping), Forfollowing Nominal Sizes |
514 | NB 2 inch - 6 inch |
515 | NB 8 inch - 14 inch |
516 | NB 16 inch - 24 inch |
517 | Fabrication and Erection of piping(underground) |
518 | Water System Galvanised Pressure Piping (Under Ground) (Welded) |
519 | Laying carbon steel galvanised pipes as per piping materials specification Class underground including fixing of all necessory fittings including Tee, reducing Tee, reducuing Coupling, nipple, coupling, elbows etc., cutting the pipes to required lengths,welding, earthwork in excavation for trenches, etc. in all types of soil except soft rock and hard rock, including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms,including laying of pipes in trenches, jointing the pipes and fittings with welded/ flanged connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class . |
520 | Nominal Dia 2 InchPiping class J2A |
521 | Nominal Dia 1 InchPiping class J2A |
522 | Nominal Dia 3 InchPiping class J2A |
523 | fire fighting equipment"s |
524 | Installation of firefighting equipment including transporting the equipment from Owner"s store to work site, fixing of nuts, bolts, washers, gaskets needed for fixing the equipment with matching flange, welding etc. complete as per drawings, specifications and direction of Engineer-in-Charge. (All fire fighting equipment"s and accessories shall be supplied by owner) |
525 | Type-II Hose Box chamber including all items inside the chamber, fixing in position with anchor bolts in foundation or wall with bracket on wall/column/structural steel etc., including all civil works and supply of all materials including cement etc. (hose box and inside accessories supplied free of cost by owner) |
526 | Stand Post type fire hydrant ( Double outlet) |
527 | Water/ water cum foam monitor |
528 | Long range water/ water cum foam monitor |
529 | First Aid hose reel (Floor Mounted) |
530 | Double headed landing valve |
531 | Repairing of 3LPE coating |
532 | Repairing of the 3LPE coating of the pipe by Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge. |
533 | Providing the following personel to BandR with required experience and qualificationfor the purpose of BandR"s work on monthly basis. Note: 1. Contractor shall pay the wages, ESI and EPF to the personel mentioned below. 2. Contractor shall be capable to pay the wages as per tender document timely before 10th of every month from his own resources. 3. The contractor shall be liable for any issues arising in relation to EPF, ESI and shall deal with it taking responsibility of the related procedures. 4. The Contractor has to submit the CV/Resume/Bio-data of the peronel to be deployed for BandR"s works and shall deploy the personel only after approval of Engineer-in-Charge. 5. In case, the person employed by the contractor commits any act of omission/commission that amounts to misconduct/indiscipline/ incompetence, the contractor shall be liable to take appropriate disciplinary action against such persons, including their removal from the site of work. 6. The Contractor shall replace immediately any of its personnel found unacceptable to this office because of security risks, incompetence, conflict of interest, improper conduct etc. upon receiving a notice |
534 | Lead Engineer - Safety |
535 | Lead Engineer/Officer - QA/QC |
536 | Lead Engineer - NDT/Welding |
537 | Discipline Engineer |
538 | Safety Officer / Engineer |
539 | Safety Supervisor |
540 | Safety Steward / Observer |
541 | Site Supervisor |
542 | "NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST." |
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