Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | PART I A - SUPPLY OF ITEMS & PACKAGES |
| 2 | Note: 1. All items under this section shall be quoted for supply to site including unloading & Stacking properly anywhere inside the IOCL premises as directed . Third party inspection for the supply items shall be in tenderer\"s scope, wherever applicable. Approval of TPI agency shall be obtained from M/S IOCL on award of contract & engaged for inspection & clearance of all materials as per agreed QAP to be firmed up after placement of order by the Corporation. |
| 3 | PROCUREMENT & SUPPLY OF PIPES:CS PIPES ,Material: API 5LGr.B SMLS AS PER ASME B36.10 |
| 4 | 15 NB , Sch 80,PE |
| 5 | 20 NB , Sch 80,PE |
| 6 | 25 NB , Sch 80,PE |
| 7 | 50 NB , Sch XS/80,BE |
| 8 | 80 NB , Sch STD/40,BE |
| 9 | 100 NB , Sch STD/40,BE |
| 10 | PROCUREMENT & SUPPLY OF FLANGES:CS, Weld Neck Flanges, Material: A-105, END-RF/125AARH As per ASME B16.5 |
| 11 | 25 NB, 150#SCH 80 |
| 12 | 50 NB, 150#SCH 80 |
| 13 | 80 NB, 150#SCH.40 |
| 14 | 100 NB, 150#SCH.40 |
| 15 | 150 NB, 150#SCH.40 |
| 16 | 200 NB, 150#SCH.30 |
| 17 | 250 NB, 150#SCH.30 |
| 18 | 300 NB, 150#SCH.20 |
| 19 | 350 NB, 150#SCH.20 |
| 20 | 400 NB, 150#SCH.20 |
| 21 | 450 NB, 150#SCH.20 |
| 22 | 500 NB, 150#SCH.20 |
| 23 | 600 NB, 150#SCH.20 |
| 24 | CS, Socket Welded Flanges, Material: A-105, END-RF/125AARH As per ASME B16.5 |
| 25 | 15 NB, 300# SchXS |
| 26 | 20 NB, 300# SchXS |
| 27 | 25 NB, 300# SchXS |
| 28 | PROCUREMENT & SUPPLY OF BLIND FLANGES |
| 29 | CS,Blind Flanges, Material: A-105, END-RF/125AARH As per ASME B16.5 |
| 30 | 25 NB150# |
| 31 | 50 NB150# |
| 32 | 80 NB150# |
| 33 | 100 NB150# |
| 34 | 150 NB150# |
| 35 | 200 NB150# |
| 36 | 250 NB150# |
| 37 | 300 NB150# |
| 38 | 350 NB150# |
| 39 | 400 NB150# |
| 40 | 450 NB150# |
| 41 | 500 NB 150# |
| 42 | 600 NB 150# |
| 43 | PROCUREMENT & SUPPLY OF PIPE FITTINGS |
| 44 | CS Elbows, Socket welded, Material: A105, As per ASME B16.11 |
| 45 | 90 Deg Elbow |
| 46 | 15 NB, 3000# |
| 47 | 20 NB, 3000# |
| 48 | 25 NB, 3000# |
| 49 | CS Elbows, Material: ASTM A 234 Grade WPB Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 50 | 90 Deg LR(1.5D) |
| 51 | 50 NB, SCH.80 |
| 52 | 80 NB, SCH.40 |
| 53 | 100 NB, SCH.40 |
| 54 | 150 NB, SCH.40 |
| 55 | 200 NB, SCH.30 |
| 56 | 250 NB, SCH.30 |
| 57 | 300 NB, SCH.20 |
| 58 | 350 NB, SCH.20 |
| 59 | 400 NB, SCH.20 |
| 60 | 450 NB, SCH.20 |
| 61 | 500 NB,SCH.20 |
| 62 | 600 NB, SCH.20 |
| 63 | 45 Deg LR(1.5D) |
| 64 | 50 NB, SCH.40 |
| 65 | 80 NB, SCH.40 |
| 66 | 150 NB, SCH.40 |
| 67 | 200 NB, SCH.30 |
| 68 | 300 NB, SCH.20 |
| 69 | 350 NB, SCH.20 |
| 70 | 400 NB, SCH.20 |
| 71 | 450 NB, SCH.20 |
| 72 | PROCUREMENT & SUPPLY OF REDUCERS |
| 73 | CS Reducer, Material: ASTM A 234 Grade WPB Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 74 | Reducer Eccentric |
| 75 | 250 NB x 200 NB,SCH30 x SCH30 |
| 76 | 250 NB x 150 NB,SCH30 x SCH30 |
| 77 | 80 NB X 65/50 NB SCH 40 |
| 78 | 50 NB X 40 NB SCH 40 |
| 79 | 150/100 NB X 80 NB SCH 40 |
| 80 | 150 NB X 100 NB SCH 40 |
| 81 | Reducer Concentric |
| 82 | 200 NB x 80/100 NB, SCH40 x SCH40 |
| 83 | 250 NB x 200 NB, SCH30 x SCH30 |
| 84 | 300 NB x 250 NB, SCH20 x SCH30 |
| 85 | 250 NB X 150 NB SCH 30 |
| 86 | 250 NB X 100 NB SCH 30 |
| 87 | 200 NB X 100 NB SCH 40 |
| 88 | 200 NB X 150 NB SCH 40 |
| 89 | 300 NB X 200 NB SCH 20 |
| 90 | 150 NB X 100 NB SCH 40 |
| 91 | 100 NB X 80/50 NB SCH 40 |
| 92 | PROCUREMENT & SUPPLY OF TEE |
| 93 | CS Tee, Socket welded, Material: A105, As per ASME B16.11 |
| 94 | 25 NB x 25 NB,150# |
| 95 | 50 NB x 25 NB , 150# |
| 96 | CS Tee, Material: ASTM A 234 Grade WPB Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 97 | Equal tee |
| 98 | 25 NB x 25 NB ,SCH.40 x SCH.40 |
| 99 | 50 NB x 50 NB ,SCH.40 x SCH.40 |
| 100 | 80 NB x 80 NB ,SCH40 x SCH40 |
| 101 | 100 NBx 100 NB,SCH40 x SCH40 |
| 102 | 150 NBx 150 NB,SCH40 x SCH40 |
| 103 | 200 NBx200 NB,SCH30 x SCH30 |
| 104 | 250 NBx250 NB,SCH30 x SCH30 |
| 105 | 300 NBx300 NB,SCH20 x SCH20 |
| 106 | 350 NBx350 NB,SCH20 x SCH20 |
| 107 | 400 NBx400 NB,SCH20 x SCH20 |
| 108 | 450 NBx450 NB,SCH20 x SCH20 |
| 109 | 500 NBx500 NB,SCH20 x SCH20 |
| 110 | 600 NBx600 NB,SCH20 x SCH20 |
| 111 | Unequal tee |
| 112 | UNEQUAL TEE700 X 700 X 600 SCH 20 |
| 113 | UNEQUAL TEE700 X 700 X 400 SCH 20 |
| 114 | UNEQUAL TEE600 X 600 X 150 SCH 20 |
| 115 | UNEQUAL TEE600 X 600 X 250 SCH 20 |
| 116 | UNEQUAL TEE600 X 600 X 300 SCH 20 |
| 117 | UNEQUAL TEE500 X 500 X 150 SCH 20 |
| 118 | UNEQUAL TEE500 X 500 X 250 SCH 20 |
| 119 | UNEQUAL TEE500 X 500 X 300 SCH 20 |
| 120 | UNEQUAL TEE450 X 450 X 400 SCH 20 |
| 121 | UNEQUAL TEE450 X 450 X 350 SCH 20 |
| 122 | UNEQUAL TEE450 X 450 X 300 SCH 20 |
| 123 | UNEQUAL TEE450 X 450 X 250 SCH 20 |
| 124 | UNEQUAL TEE450 X 450 X 200 SCH 20 |
| 125 | UNEQUAL TEE400 X 400 X 350 SCH 20 |
| 126 | UNEQUAL TEE400 X 400 X 300 SCH 20 |
| 127 | UNEQUAL TEE400 X 400 X 250 SCH 20 |
| 128 | UNEQUAL TEE400 X 400 X 200 SCH 20 |
| 129 | UNEQUAL TEE350 X 350 X 300 SCH 20 |
| 130 | UNEQUAL TEE350 X 350 X 250 SCH 20 |
| 131 | UNEQUAL TEE350 X 350 X 200 SCH 20 |
| 132 | UNEQUAL TEE350 X 350 X 150 SCH 20 |
| 133 | UNEQUAL TEE300 X 300 X 250 SCH 20 |
| 134 | UNEQUAL TEE300 X 300 X 200 SCH 20 |
| 135 | UNEQUAL TEE300 X 300 X 150 SCH 20 |
| 136 | UNEQUAL TEE250 X 250 X 200 SCH 30 |
| 137 | UNEQUAL TEE250 X 250 X 150 SCH 30 |
| 138 | UNEQUAL TEE200 X 200 X 150 SCH 40 |
| 139 | UNEQUAL TEE150 X 150 X 100 SCH 40 |
| 140 | UNEQUAL TEE100 X 100 X 80 SCH 40 |
| 141 | UNEQUAL TEE100 X 100 X 50 SCH 40 |
| 142 | PROCUREMENT & SUPPLY OF CAP |
| 143 | CS Cap, Threaded, Material: A105, As per ASME B16.11 |
| 144 | 15 NB, 3000# |
| 145 | 20 NB, 3000# |
| 146 | 25 NB, 3000# |
| 147 | PROCUREMENT & SUPPLY OF COUPLINGS |
| 148 | CS Coupling, Socket welded, Material: A105, As per ASME B16.11 |
| 149 | 20NB, 3000# |
| 150 | 25NB, 3000# |
| 151 | CS Coupling, Threaded, Material: A105-Galv, As per ASME B16.11 |
| 152 | 15 NB, 3000# |
| 153 | 50 NB, 3000# |
| 154 | PROCUREMENT & SUPPLY OF HALF COUPLINGS |
| 155 | CS Half Coupling, Socket welded, Material: A105, As per ASME B16.11 |
| 156 | 20NB, 3000# |
| 157 | 25 NB, 3000# |
| 158 | PROCUREMENT & SUPPLY OF NIPPLES |
| 159 | CS Nipple,Material: API 5LGR.B Seamless,As per BS-3799, 100mm Long |
| 160 | 15 NB, SCH.80, PLN-PLN |
| 161 | 20 NB, SCH.80, PLN-PLN |
| 162 | 25 NB, SCH.80, PLN-THD |
| 163 | PROCUREMENT & SUPPLY OFVALVESAS PER SPECIFICATION |
| 164 | PROCUREMENT & SUPPLY OF GATE VALVES |
| 165 | 15 NB, 800#, SW,BODY CS A105, TRIMSS304 +STL |
| 166 | 20 NB, 800#, SW,BODY CS A105, TRIMSS304 +STL |
| 167 | 25 NB, 800#, SW,BODY CS A105, TRIMSS304 +STL |
| 168 | 25 NB, 800#, FLG,BODY CS A105, TRIMSS304 +STL |
| 169 | 50 NB,150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 170 | PROCUREMENT & SUPPLY OF CHECK VALVES |
| 171 | CS CHECK VALVES |
| 172 | 25 NB, 800#, FLG,BODY CS A105, TRIMSS304 +STL |
| 173 | 50 NB, 800#, FLG,BODY CS A105, TRIMSS304 +STL |
| 174 | 80 NB, 800#, FLG,BODY CS A105, TRIMSS304 +STL |
| 175 | 100 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 176 | 150 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 177 | 200 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 178 | 250 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 179 | 300 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 180 | 400 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 181 | 450 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 182 | PROCUREMENT & SUPPLY OF BALLVALVES |
| 183 | CS BALL VALVES |
| 184 | 50NB, 150#, FLG BODY CS A216 WCB, TRIMSS316, |
| 185 | 80NB, 150#, FLG BODY CS A216 WCB, TRIMSS316, |
| 186 | Supply of Auto Recirculation valves with all leads and lift; Body- ASTM-A216 WCB, Trim- 13% Cr Steel, RF FLGD. ASME B16.5 Class 150, As per enclosed specifiaction |
| 187 | 150 NB |
| 188 | Procurement & Supply of Thermal relief valves |
| 189 | 25 NB ,150# |
| 190 | Procurement & Supply of Air release valve as per specification |
| 191 | 25 NB |
| 192 | Procurement & Supply of Pressure relief valve as per specification |
| 193 | 25 NB |
| 194 | Procurement & Supply of Needle valve |
| 195 | 15 NB, 150#, FLG |
| 196 | Supply of Pressure Control valve as per specification, MOC : SS , Flange End Confirming to B16.5 -150# |
| 197 | 50 NB |
| 198 | 80 NB |
| 199 | 100 NB |
| 200 | 150 NB |
| 201 | PROCUREMENT OFSTRAINER |
| 202 | Supply of CS Basket Type Strainer (As per IOCL standard dwg & specification) with Davit Arm,for Size beyond 100 mm dia.- Body- Carbon steel ASTM A216 WCB, Screen-SS316,RF FLGD. ASME B16.5 Class 150.Strainer should have drain pipe(A105 - 3/4\" ) with Double Isolation ball valve (800#, SW,BODY CS A105, TRIMSS3316) with end Plug (FLG-RF/125AARH).For Size beyond 100 mm dia.- Body- Fabricated in pipe as per ASTM A 106 Gr.B as per technical specification, with Davit Arm Screen-SS316,RF FLGD. ASME B16.5 Class 150.Strainer should have drain pipe(A105 - 3/4\" ) with Double Isolation ball valve (800#, SW,BODY CS A105, TRIMSS3316) with end Plug. |
| 203 | 250mm dia.,100 mesh strainer, flow 360 m3/hr (MS/HSD TLF) |
| 204 | PART I B - FABRICATION/ERECTION/INSTALLATION/COMMISSIONING OF MECHANICAL WORKS |
| 205 | FABRICATION AND ERECTION OF PIPING |
| 206 | Laying of Above GroundProductpipelines of steel, Supplied by IOCL on pedastals/sleepers/ under culvert/overhead pipe rack/structures up to 10.0 m height etc. Pipes in the scope of IOC shall be supplied anywhere within the Depot Site area and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts. The pipeline laying includes cutting, beveling, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., complete with supports as per drawings and hydro testing the pipelines at 15.0 Kg/cm2for a minimum period of 4 Hrs.Note: a. Welding of pipeline should confirmto Radiography quality. Minimum 10% of the joints shall be radiograped & min 10% of joints shall done root & final D.P. test/LPI, the cost of the same will be paid separately as per respective items as per specifications and instructions at site.b. The job includesBlast cleaning (using Grit/ Shots) & painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete including all materials and machineries as per enclosed specifications and instructions at site. |
| 207 | c. Pipe length indicated against each size is actual as per drawing. Payment will be made for the actual quantity executed at site. Pipe length to be measured inclusive of fittings (elbows, tees, reducers)d. Rates shall also include the cost of supervision, labour, overhead/profits, materials which are in Bidder’s scope, consumables, conditions listed in Preamble to Schedule of Rates and other associated arrangements required to execute all the related activitiese.The primer and paint shall be as per the list of paint manufacturers enclosed. g. Concrete sleepers/Pedestals to be constructed as per respective item.h. Structural Pipe rack is not in the scope of this tender.i.All pipes material confirm to API 5L Gr. B |
| 208 | j. Paint Specification for pipes and blas cleaning of external surfaces of pipes to- Shot/Grit Blasting to SA 2.5.a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.Rates includes painting of fittings, flanges, valves & Strainers. Pipeline colour coding shall be carried out as per IOC specifications at no extra cost for product piping/valves. |
| 209 | k. The rates areinclusive of providing assistance during commissioning with necessary tools , tackles and manpower.Note: Item includes providing Cleaning of pipelines after Hydrotesting with compressed air for fully draining of hydrotested water from the pipe line. Also , the cleaning of pipe lines to be carried out before commissioning of pipeline at no extra cost to IOCL. |
| 210 | 15NBSCH 80 |
| 211 | 20NB SCH 80 |
| 212 | 25NB SCH 80 |
| 213 | 50NB SCH 40 |
| 214 | 80NB SCH 40 |
| 215 | 100NB SCH 40 |
| 216 | 150NB SCH 40 |
| 217 | 200NB SCH 30 |
| 218 | 250NB SCH 30 |
| 219 | 300NB SCH 20 |
| 220 | 350NB SCH 20 |
| 221 | 400NB SCH 20 |
| 222 | 450NB SCH 20 |
| 223 | 500 NB SCH 20 |
| 224 | 600 NB SCH 20 |
| 225 | Fabrication & Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of Productpipelines including pipe fittings (3 runs minimum) of radiographic quality by welders qualified as per ASME Section IX with supply of approved electrodes/consumables, welding machine, tools & tackles etc.The rate also includes the branch connection of smaller dia pipe to run pipe,pipe to pipe connection with RF pad as per specification.Reinforcement pads shall be paid on the basis of one weld joint on main pipe on which pad is welded.No extra payment will be made for conducting tests for establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection. All pipes material confirm to API 5L Gr. B |
| 226 | 15NBSCH 80 |
| 227 | 20NB SCH 80 |
| 228 | 25NB SCH 80 |
| 229 | 50NB SCH 40 |
| 230 | 80NB SCH 40 |
| 231 | 100NB SCH 40 |
| 232 | 150NB SCH 40 |
| 233 | 200NB SCH 30 |
| 234 | 250NB SCH 30 |
| 235 | 300NB SCH 20 |
| 236 | 350NB SCH 20 |
| 237 | 400NB SCH 20 |
| 238 | 450NB SCH 20 |
| 239 | 500NB SCH 20 |
| 240 | 600NB SCH 20 |
| 241 | Welding of WNRF flanges confirming to materail A105 of the following sizes on the Product pipelines including setting, positioning, setting, welding with min. three runs outside and all leads & lifts etc., complete as per specifications and instructions at site. |
| 242 | 15NB |
| 243 | 20 NB |
| 244 | 25NB |
| 245 | 50NB |
| 246 | 80NB |
| 247 | 100NB |
| 248 | 150NB |
| 249 | 200NB |
| 250 | 250NB |
| 251 | 300NB |
| 252 | 350NB |
| 253 | 400 NB |
| 254 | 450NB |
| 255 | 500NB |
| 256 | 600NB |
| 257 | RADIOGRAPHY |
| 258 | The unit rate to include cost of film, its developing charges and cost of taking radiographs etc., labor, supervision, overheads/profits scaffolding, dark room, radiograph viewer, overheads/ profits etc. Payment shall be made only for those films which are found suitable after examination and for joints found acceptable as per codes, standards & enquiry specification. Films for defective joints shall not be paid for re-taking of radiography due to defective welds/ defective films/ defective workmanship etc., will be to contractor\"s cost. |
| 259 | NOTES:1. Biddershall consult withIOCL /IOCL\"S Representative before execution of radiography for lengths and width of the film to be used.2. Payment shall be made on the basis of weld length radiographed & for only those joints which are found acceptable by Owner/Owner\"s representative.3. Scope includes obtaining BARC approval for Radiography (Storage,Pit Room & Transportation of source). Construction of Pit Room shall be payable separately under respective civil/structure BOQ. |
| 260 | 25NB |
| 261 | 50NB |
| 262 | 80NB |
| 263 | 100NB |
| 264 | 150NB |
| 265 | 200NB |
| 266 | 250NB |
| 267 | 300NB |
| 268 | 350NB |
| 269 | 400NB |
| 270 | 450NB |
| 271 | 500NB |
| 272 | 600NB |
| 273 | Dye penetration examination for the welded pipesof product lines/Hydrant Pipelines including providing all equipment & materials necessary for the job & labour etc as directed by the site in charge. |
| 274 | 25NB |
| 275 | 50NB |
| 276 | 80NB |
| 277 | 100NB |
| 278 | 150NB |
| 279 | 200NB |
| 280 | 250NB |
| 281 | 300NB |
| 282 | 350NB |
| 283 | 400NB |
| 284 | 450NB |
| 285 | 500NB |
| 286 | 600NB |
| 287 | INSTALLATION OF SUPPLIED PUMPS WITHS ITS MOTORS: Transportation incuding loading & Unloading with all leads & liftsof Equipments, Vessels, machinery etc. from OWNER\"s Trailors/ Trucks etc andstores/storage yard of contractor /inside the Terminal to the work site; assembly of parts/sub-assemblies; checking, cleaning and preparing the top of foundation and pockets for erection; placing the equipments, Equipments installations, machinery etc. on foundation or structure; leveling, alignment, grouting,first maintenance; and make ready for commissioning ,completion of all jobs as per drawings, scope of work & technical conditions as defined in the enquiry specifications, standards, codes and instructions of OWNER/CONSULTANT.Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, cranes of suitatable capacity, hydra, materials and other associated arrangements required to execute all the related activities.NOTE: a) Erection of Equipments/ Vessels etc shall be done under the supervision ofOEM VENDOR/ SPECIALIST.b) The cost of RCC foundation, grouting,MS Structural steel etc shall be measured & paid separately under respective civil items.c) Painting with approved make, colour, shade including colour coding as per specifications shall be part of rate quoted.d) Item includes provision of Mill rate fitter, required dial gauges & aligning all the rotary equipment within the tolerance limits.e) Unloading of equipments & storing the same in IOCL premises is also included in the scope of bidder. |
| 288 | MS TLF Pumps (360 m3/h @ 50 mlc) |
| 289 | HSD TLF Pumps (360m3/h @ 50 mlc) |
| 290 | Sludge Transfer Pump (100 m3/h @ 35 mlc) |
| 291 | Fixing of supplied CS Gate / Ball valves / Check Valves / Needle Valve. PRODUCT PIPELINEFixing shall includesupplying and fixing of Metallic Spiral Wound gaskets (for size50 mm dia. and above with 100% spare quantity of metallic spiral wound gasket to be supplied) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7 respectively. With PTFE gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Ethanol Pipe joints. The flange joint shall also include fabrication , drilling holes of suitable bolt size and fixing of CU strip for bonding of joint, cost of supply of CU strip has been taken separately in respective item. |
| 292 | 15 NB |
| 293 | 20 NB |
| 294 | 25 NB |
| 295 | 50 NB |
| 296 | 80 NB |
| 297 | 100 NB |
| 298 | 150 NB |
| 299 | 200 NB |
| 300 | 250 NB |
| 301 | 300 NB |
| 302 | 350 NB |
| 303 | 400 NB |
| 304 | 450 NB |
| 305 | 500 NB |
| 306 | 600 NB |
| 307 | Fixing the supplied ROSOV, DBBV,ARV(with its tubing and all accessories) & Motor Operated valves with all leads and lift of following sizes including supplying andFixing shall includesupplying and fixing of Metallic Spiral Wound gaskets (with 100% spare quantity) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7 respectively.The flange joint shall also include fixing of CU strip for bonding of joint, cost of supply of CU strip has been taken separately as other item. PRODUCT PIPELINE. |
| 308 | 100 NB |
| 309 | 150 NB |
| 310 | 200 NB |
| 311 | 250 NB |
| 312 | 300 NB |
| 313 | 400 NB |
| 314 | 450 NB |
| 315 | 500 NB |
| 316 | 600 NB |
| 317 | Fixing the Thermal relief valves, Air Relief Valve &Pressure relief valves With Spiral Wound & Graphite Filled Metallic gaskets (with 100% spare quantity) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7 respectively. |
| 318 | 25 NB TRV/PRV |
| 319 | Installation of CS Strainers as per specificationincluding supply of gaskets(with 100% spare quantity), nuts, stud bolts, etc., as directed by site engineer. Metallic gaskets (with 200% spare quantity) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7. |
| 320 | 250mm dia.,100 mesh strainer, flow 360 m3/hr |
| 321 | Laying of Underground Pipe lines |
| 322 | Laying of Underground Product pipe of steel pipethrough RCC Culvert/ Hume pipe at road crossing inlcuding providing Blast cleaning (using slag/shots) and Polyurethane Coating (100% Solvent Free) or High build Solvent Free Liquid Epoxy Systems with min 800-1000 micron and as per specifications enclosed. And these pipelines to be laid at a depth as per site condition / laying through hume pipes/ culverts as per specifications.Welding of pipeline should conformto Radiography quality. 100% of the joints shall be radiograped and the cost of the same will be paid separately as per respective items as per specifications and instructions at site. |
| 323 | Note: 1) The rates quoted includes hydro testing the product pipelines at 15 Kg/cm2and hydrant pipelines at 18 Kg/cm2 for a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3) Polyurethane Coating (100% Solvent Free) or High build Solvent Free Liquid Epoxy Systems of Steel pipes(UG)/Fittings/Specials/Flanges etc.4) The cost of Blast cleaningis in the scope of Bidder.5) The rates areinclusive of providing assistance during commissioning with necessary tools , tackles and manpower.Note: Item includes providing Cleaning of pipelines after Hydrotesting with compressed air for fully draining of hydrotested water from the pipe line. Also , the cleaning of pipe lines to be carried out before commissioning with the product at no extra cost. |
| 324 | 50 NB SCH 80 |
| 325 | 80 NB SCH 40 |
| 326 | 100 NB SCH 40 |
| 327 | 150 NB SCH 40 |
| 328 | 200NB SCH 30 |
| 329 | 500NB SCH 20 |
| 330 | 600NB SCH 20 |
| 331 | PART I C - SUPPLY OF ITEMS & SERVICES |
| 332 | Making flanged joints for both WNRF flanges and blind flanges including Supplying and fixing of Metallic Spiral Wound gaskets (with 100% spare quantity) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7 respectively. With PTFE gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Ethanol Pipe joints. The flange joint shall also include fixing of CU strip for bonding of joint, cost of supply of CU strip has been taken separately as other item.PRODUCT PIPELINE |
| 333 | 600 NB |
| 334 | 500 NB |
| 335 | 450 NB |
| 336 | 400 NB |
| 337 | 350 NB |
| 338 | 300 NB |
| 339 | 250 NB |
| 340 | 200 NB |
| 341 | 150 NB |
| 342 | 100 NB |
| 343 | 80 NB |
| 344 | 50 NB |
| 345 | 25 NB |
| 346 | 15 NB |
| 347 | Supply, fabrication,edge preparation & erection of pipe supports along with requirement of shoes, cradles, hangers, clamps (of all sizes/thicknesses), turn buckles, stiffening rings, guides, special supports, pads, T post, point support to pipes etc as per drawings, standards, specifications, conditions & instructions of Owner / Owner’s representative. The rate shall include blast cleaning of external surfaces of supports to SA 2½ & painting as per IOC spec,the cost of materials, consumables, labor and overheads/profits etc.NOTES: For Supply, Fabrication & Erection of supports a) Pipe supports materials, all fasteners such as bolts, studs, nuts, washers, all types of required anchor bolts etc. are to be supplied by VENDOR at his cost. Fixing of all the anchor bolts is in vendor scope.b) Welding for supports shall include preheating and all tests such as dye-penetrant test, pneumatic tests, hardness test etc. as required by standards, codes, specifications and instructions of OWNER / OWNER REPRESENTATIVE.c) Pipe support includes structural’s & trunnion pipes. |
| 348 | Supply & Installation of CU STRIP for flange bonding |
| 349 | 35mm X 6mm CU strip for pipeline flange joints, valves etc of all sizes |
| 350 | Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from supplied MS pipes (same diameter, schedule etc) and welding of the same on pipelines under pedestals with minimum 2 run of welding complete including tell tale hole as per specifications, drawings and directions of Engineer in charge.Note: Civil works for the RCC Pipe Pedestal/ Sleeper along with connected Base plate shall be paid/ executed separately under respective items. |
| 351 | 700 mm NB |
| 352 | 600 mm NB |
| 353 | 500 mm NB |
| 354 | 450 mm NB |
| 355 | 400 mm NB |
| 356 | 350 mm NB |
| 357 | 300 mm NB |
| 358 | 250 mm NB |
| 359 | 200 mm NB |
| 360 | 150 mm NB |
| 361 | 100 mm NB |
| 362 | Supplying the following sizes of Flanged SS Orifice Plate (Material : SS304), 150#, RF/125AARH, ASME B16.5, AS PER BS-1042, as per Specification. (Size of Orifice shall be as per Design)including Supplying and fixing of Metallic Spiral Wound gaskets (with 100% spare quantity) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7 respectively. |
| 363 | 200 mm NB |
| 364 | 150 mm NB |
| 365 | 100 mm NB |
| 366 | 80 mm NB |
| 367 | GROUTING: For grouting (As per Technical specification)Grouting using Free flownon shrinkable grout material CONBEXTRA GP-2 or approved equivalent below the bases of pumps/ pockets etc. Rates shall include supply of materials, cost of labor, supervision, deployment of tools & tackles, consumables and other associated arrangements required to execute all the related activities. |
| 368 | STENCILING AND LETTER WRITING OF NAME & RESPECTIVE CODE NO. ON EQUIPMENTS/MACHINERY/ PIPING AT ALL HEIGHTS AND SURFACES. |
| 369 | Complete supply of all the painting materials, transportation of materials to site, storage, providing necessary scaffolding stenciling and Letter writing of name and respective code numberin color paint letters/numbers stenciling shall be unbroken. Colour bands and ground colour for colour bands shall be as per codes or as per IOCL’S instructions. The above job shall be done as per directions of IOCL’S. The rate to include all consumable, overheads, labour and materials required for this job. At all heigts and surfaces. |
| 370 | For Letter Sizes Up to 2 inch |
| 371 | For Letter Sizes 2\" to 4 inch |
| 372 | For Letter Sizes Above4 inch |
| 373 | Unloadng of material like MS plates , pipes, valvesetc. from trailor/trucks etc. with suitable capacity of hydra or cranes and stacking of the same inside the IOCL site premises (anywhere within the IOCL premises) as per direction of Site Engineer.The payment will be done on theoritical weight basis of material like Pipes,valves & fittings unloaded. |
| 374 | PART II A - SUPPLY OF ITEMS & PACKAGES |
| 375 | Note: 1. All items under this section shall be quoted for supply to site including unloading & Stacking anywhere inside the IOCL premises as directed . Third party inspection for the supply items shall be in tenderer\"s scope. Approval of TPI agency shall be obtained from M/S IOCL on award of contract & engaged for inspection & clearance of all materials as per agreed QAP to be firmed up after placement of order by the Corporation. |
| 376 | PROCUREMENT & SUPPLY OF PIPES |
| 377 | STEEL PIPES,Material: IS1239 Part-I,Black pipe,Thick Heavy |
| 378 | 15 NB, PE |
| 379 | 20/25 NB, PE |
| 380 | 50 NB, BE |
| 381 | 80 NB,BE,Sch 40 |
| 382 | 100 NB,BE,Sch 40 |
| 383 | 150 NB,BE,Sch 40 |
| 384 | SS PIPES, Material: ASTM-A-312 TP304 NB, SMLS, AS PER ASME B36.19 |
| 385 | 15 NB, SCH 40S, PE |
| 386 | 25 NB, SCH 40S, PE |
| 387 | 50 NB, SCH 40S, BE |
| 388 | 65 NB, SCH 40S, BE |
| 389 | 80 NB,SCH 80S,BE |
| 390 | 100 NB,SCH 80S,BE |
| 391 | 150 NB,SCH 80S,BE |
| 392 | STEEL PIPES,Material: IS1239Part-I,Thick-Heavy,Hot dip Galv both inside and outside as per IS-4736, Min Zinc coating 400g/m2 |
| 393 | 50 NB, THD |
| 394 | 80 NB, THD |
| 395 | 100 NB, THD |
| 396 | 150 NB, THD |
| 397 | PROCUREMENT & SUPPLY OF FLANGES |
| 398 | CS Threaded Flanges,Material: A105 Galv.,THD-FF,Serr.Finish, As per ASME B16.5 |
| 399 | 50 NB, 150# |
| 400 | 80 NB, 150# |
| 401 | 100 NB, 150# |
| 402 | 150 NB, 150# |
| 403 | CS, Slip on Flanges, Material: A-105, END-RF/125AARH As per ASME B16.5 |
| 404 | 50 NB, 150# |
| 405 | 80 NB, 150# |
| 406 | 100 NB, 150# |
| 407 | 150 NB, 150# |
| 408 | 200 NB, 150# |
| 409 | 250 NB, 150# |
| 410 | 300 NB, 150# |
| 411 | 350 NB, 150# |
| 412 | 450 NB, 150# |
| 413 | 500 NB, 150# |
| 414 | 600 NB, 150# |
| 415 | 700 NB, 150# |
| 416 | SS, Slip on Flanges, Material: A-182-F304, END-RF/125AARH As per ASME B16.5 |
| 417 | 15 NB 300# |
| 418 | 20 NB 150# |
| 419 | 50 NB 150# |
| 420 | 65 NB 150# |
| 421 | 80 NB 150# |
| 422 | 100 NB 150# |
| 423 | 150 NB 150# |
| 424 | PROCUREMENT & SUPPLY OF BLIND FLANGES |
| 425 | CS,Blind Flanges, Material: A-105, END-RF/125AARH As per ASME B16.5 |
| 426 | 25 NB 150# |
| 427 | 50 NB 150# |
| 428 | 80 NB 150# |
| 429 | 100 NB 150# |
| 430 | 150 NB 150# |
| 431 | 200 NB 150# |
| 432 | 250 NB 150# |
| 433 | 300 NB 150# |
| 434 | 350 NB 150# |
| 435 | 450 NB 150# |
| 436 | 500 NB 150# |
| 437 | 600 NB 150# |
| 438 | 700 NB 150# |
| 439 | CS,Blind Flanges, Material: A-105 Galv, END-RF/125AARH As per ASME B16.5 |
| 440 | 50 NB 150# |
| 441 | 80 NB 150# |
| 442 | 100 NB 150# |
| 443 | 150 NB 150# |
| 444 | SS, Blind Flanges, Material: A-182-F304, END-RF/125AARH As per ASME B16.5 |
| 445 | 15 NB 300# |
| 446 | 25 NB 150# |
| 447 | 65 NB 150# |
| 448 | 50 NB 150# |
| 449 | 80 NB 150# |
| 450 | 100 NB 150# |
| 451 | 150 NB 150# |
| 452 | PROCUREMENT & SUPPLY OF PIPE FITTINGS |
| 453 | CS Elbows, Socket welded, Material: A105, As per ASME B16.1190 Deg Elbow |
| 454 | 15 NB, 3000# |
| 455 | 20/25 NB, 3000# |
| 456 | CS Elbows, Threaded, Material: A105-Galv, As per ASME B16.1190 Deg Elbow |
| 457 | 20/25 NB 3000# |
| 458 | 50 NB 3000# |
| 459 | 80 NB 3000# |
| 460 | 100 NB 3000# |
| 461 | 150 NB 3000# |
| 462 | CS Elbows, Material: ASTM A 234 Grade WPB Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 463 | 90 Deg LR(1.5D) |
| 464 | 50 NB, SCH.40 |
| 465 | 80 NB, SCH.40 |
| 466 | 100 NB, SCH.40 |
| 467 | 150 NB, SCH.40 |
| 468 | 200 NB, SCH.30 |
| 469 | 250 NB, SCH.30 |
| 470 | 300 NB, SCH.20 |
| 471 | 350 NB, SCH.20 |
| 472 | 400 NB, SCH.20 |
| 473 | 450 NB, SCH.20 |
| 474 | 500 NB, SCH.20 |
| 475 | 600 NB, SCH.20 |
| 476 | 700 NB, SCH.20 |
| 477 | 45 Deg LR(1.5D) |
| 478 | 100 NB, SCH.40 |
| 479 | 150 NB, SCH.40 |
| 480 | 200 NB, SCH.30 |
| 481 | 250 NB, SCH.30 |
| 482 | 300 NB, SCH.20 |
| 483 | 350 NB, SCH.20 |
| 484 | 400 NB, SCH.20 |
| 485 | 450 NB, SCH.20 |
| 486 | 500 NB, SCH.20 |
| 487 | 600 NB, SCH.20 |
| 488 | 700 NB, SCH.20 |
| 489 | SS Elbows, Material: A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 490 | 90 Deg LR(1.5D) |
| 491 | 20 NB, SCH 40S |
| 492 | 50 NB, SCH 40S |
| 493 | 65 NB, SCH.80S |
| 494 | 80 NB, SCH.80S |
| 495 | 100 NB, SCH.80S |
| 496 | 150 NB, SCH.80S |
| 497 | SS, 90 Deg Elbows, Socket welded, Material:A182-F304, As per ASME B16.11 |
| 498 | 15 NB, 3000# |
| 499 | PROCUREMENT & SUPPLY OF REDUCERS |
| 500 | CS Reducer, Material: ASTM A 234 Grade WPB Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 501 | Reducer Eccentric |
| 502 | 80 NB x 50 NB, SCH40 x SCH40 |
| 503 | 100 NB x 80 NB, SCH40 x SCH40 |
| 504 | 150 NB x 100 NB, SCH40 x SCH40 |
| 505 | 200 NB x 100 NB, SCH40 x SCH40 |
| 506 | 250 NB x 200 NB, SCH30 x SCH30 |
| 507 | 300 NB x 200/250 NB, SCH20 x SCH30 |
| 508 | 400/350 NB x 200/250 NB, SCH20 x SCH30 |
| 509 | Reducer Concentric |
| 510 | 50 NB x 40 NB, SCH40 x SCH40 |
| 511 | 100 NB x 80 NB, SCH40 x SCH40 |
| 512 | 150 NB x 80 NB, SCH40 x SCH40 |
| 513 | 200 NB x 80 NB, SCH40 x SCH40 |
| 514 | 250 NB x 200 NB, SCH30 x SCH30 |
| 515 | 300 NB x 250 NB, SCH20 x SCH30 |
| 516 | Reducing coupling,Material:A105,Socket welded, Confirming to B16.11 |
| 517 | 20 NB x 15NB, 150# |
| 518 | Reducing coupling,Material:A105 Galv,Confirming to B16.11 |
| 519 | 50 NB x 25 NB, Threaded,150# |
| 520 | 50 NB x 15 NB, Socket welded,150# |
| 521 | PROCUREMENT & SUPPLY OF TEE |
| 522 | CS Tee, Socket welded, Material: A105, As per ASME B16.11 |
| 523 | 25 NB x 25 NB,150# |
| 524 | CS Tee, Threaded/Socket welded, Material: A105-Galv, As per ASME B16.11 |
| 525 | 50 NB x 50 NB,150# |
| 526 | 80 NB x 80 NB,150# |
| 527 | 100 NB x 100 NB,150# |
| 528 | 150 NB x 150 NB,150# |
| 529 | CS Unequal Tee, Threaded/Socket welded, Material: A105-Galv, As per ASME B16.11 |
| 530 | 80 NB x 50 NB,150# |
| 531 | 100 NB x 80 NB,150# |
| 532 | CS Tee, Material: ASTM A 234 Grade WPB Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 533 | Equal tee |
| 534 | 25 NB x 25 NB ,SCH.40 x SCH.40 |
| 535 | 50 NB x 50 NB ,SCH.40 x SCH.40 |
| 536 | 80 NB x 80 NB ,SCH40 x SCH40 |
| 537 | 100 NBx 100 NB, SCH40 x SCH40 |
| 538 | 150 NBx 150 NB, SCH40 x SCH40 |
| 539 | 200 NBx200 NB, SCH30 x SCH30 |
| 540 | 250 NBx250 NB, SCH30 x SCH30 |
| 541 | 300 NBx300 NB,SCH20 x SCH20 |
| 542 | 350 NBx350 NB,SCH20 x SCH20 |
| 543 | 400 NBx400 NB,SCH20 x SCH20 |
| 544 | 450 NBx450 NB,SCH20 x SCH20 |
| 545 | 500 NBx500 NB,SCH20 x SCH20 |
| 546 | 600 NBx600 NB,SCH20 x SCH20 |
| 547 | SS Tee, Material: A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 548 | 80 NB x 50/65 NB, SCH80S x SCH40S |
| 549 | 50 NB x 50 NB, SCH40S x SCH40S |
| 550 | 80 NB x 80 NB, SCH80S x SCH80S |
| 551 | 100 NB x 100 NB, SCH80S x SCH80S |
| 552 | 100 NB x 80 NB ,SCH80S x SCH80S |
| 553 | 150 NB x 150 NB ,SCH80S x SCH80S |
| 554 | 65 NB x 65 NB SCH 40 |
| 555 | 65 NB x 50 NB SCH 40 |
| 556 | PROCUREMENT & SUPPLY OF CAP |
| 557 | CS Cap, Threaded, Material: A105, As per ASME B16.11 |
| 558 | 15 NB, 3000# |
| 559 | 20 NB, 3000# |
| 560 | 25 NB, 3000# |
| 561 | SS Cap, Threaded, Material: A182 F304, As per ASME B16.11 |
| 562 | 25 NB, 3000# |
| 563 | PROCUREMENT & SUPPLY OF COUPLINGS |
| 564 | CS Coupling, Socket welded, Material: A105, As per ASME B16.11 |
| 565 | 20NB, 3000# |
| 566 | 25 NB, 3000# |
| 567 | 40 NB, 3000# |
| 568 | CS Coupling, Threaded, Material: A105-Galv, As per ASME B16.11 |
| 569 | 15 NB, 3000# |
| 570 | 50 NB, 3000# |
| 571 | SS Coupling, Threaded, Material:A182 F304, As per ASME B16.11 |
| 572 | 15 NB, 3000# |
| 573 | PROCUREMENT & SUPPLY OF NIPPLES |
| 574 | CS Nipple,Material: API 5LGR.B Seamless,As per BS-3799, 100mm Long |
| 575 | 15 NB, SCH.80, PLN-PLN |
| 576 | 20 NB, SCH.80, PLN-PLN |
| 577 | 15 NB, SCH.80, PLN-THD |
| 578 | 20 NB, SCH.80, PLN-THD |
| 579 | 25 NB, SCH.80, PLN-THD |
| 580 | SS Nipple,Material: A312 TP 304Seamless,As per BS-3799, 100mm Long |
| 581 | 15 NB, SCH.80S, PLN-THD |
| 582 | 20 NB, SCH.80S, PLN-THD |
| 583 | 25 NB, SCH.80S, PLN-THD |
| 584 | 20 NB, SCH.80S, PLN-PLN |
| 585 | PROCUREMENT & SUPPLY OFVALVESAS PER SPECIFICATION |
| 586 | PROCUREMENT & SUPPLY OF GATEVALVES |
| 587 | 20/25 NB, 800#, SW,BODY CS A105, TRIMSS304 +STL |
| 588 | 50 NB,800#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 589 | 15 NB, 800#, SW,BODY SS A182F316,TRIMSS316+STL |
| 590 | 50 NB, 800#, SW,BODY SS A182F316,TRIMSS316+STL |
| 591 | PROCUREMENT & SUPPLY OF CHECK VALVES |
| 592 | CS CHECK VALVES |
| 593 | 100 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 594 | 150 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 595 | 200 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 596 | 300 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 597 | 350 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 598 | 50 NB, 150#, FLG,BODY CS A216 WCB, TRIMSS304 |
| 599 | 20 NB, 800#, SW,BODY CS A105, TRIMSS304 + STL |
| 600 | SS CHECK VALVES |
| 601 | 50 NB, 150#, FLG,BODY SS316 , TRIMSS316 |
| 602 | 80 NB, 150#, FLG,BODY SS316 , TRIMSS316 |
| 603 | 65 NB, 150#, FLG,BODY SS316 , TRIMSS316 |
| 604 | PROCUREMENT & SUPPLY OF SS BALLVALVES |
| 605 | 20 NB, 150#, FLG, BODY SS316,TRIMSS3316 |
| 606 | 25 NB, 150#, FLG, BODY SS316,TRIMSS3316 |
| 607 | 50 NB, 150#, FLG, BODY SS316,TRIMSS3316 |
| 608 | 65 NB, 150#, FLG, BODY SS316,TRIMSS3316 |
| 609 | 80 NB, 150#, FLG, BODY SS316,TRIMSS3316, |
| 610 | 100 NB, 150#, FLG, BODY SS316,TRIMSS3316 |
| 611 | Procurement & Supply of Needle valve |
| 612 | 15 NB, 150#, FLG |
| 613 | Procurement & Supply of Pressure relief valve as per specification |
| 614 | 25 NB |
| 615 | Procurement & Supply of CS Weldolet/Sockolet A105 |
| 616 | WELDOLET 600 NB X 100 NB |
| 617 | WELDOLET 500 NB X 100 NB |
| 618 | WELDOLET 450 NB X 100 NB |
| 619 | WELDOLET 400 NB X 100 NB |
| 620 | WELDOLET 350 NB X 100 NB |
| 621 | WELDOLET 300 NB X 100 NB |
| 622 | WELDOLET 250 NB X 100 NB |
| 623 | WELDOLET 200 NB X 100 NB |
| 624 | WELDOLET 600/500/450/400/350/300/250/200/150 X 80 NB |
| 625 | WELDOLET 700/600/500/450/400/350 X 150 NB |
| 626 | SOCKOLET 15 NB |
| 627 | SOCKOLET 20 NB |
| 628 | SOCKOLET 25 NB |
| 629 | SOCKOLET 50 NB |
| 630 | PROCUREMENT & SUPPLY OF ADAPTER |
| 631 | Adapter 1\" PL. x 1\" NPTF, 3000#, A182 F304 |
| 632 | PROCUREMENT & SUPPLY OF MALE CONNECTOR |
| 633 | Male Connector, 1/2\" NPTM x 1/2\" OD Tube, , A182 F304 |
| 634 | PROCUREMENT & SUPPLY OF STRAIGHT CONNECTOR |
| 635 | Straight Connector, ½” OD Tube, A182 F304 |
| 636 | SUPPLY OFY-TYPE & BASKETSTRAINER WITH DRAINPLUG (FLG-RF/125AARH) AS PER SPECIFICATION. Strainer should have drain pipe (A105 - 3/4\" ) with Double Isolation ball valve (800#, SW,BODY CS A105, TRIMSS3316) with end Plug. |
| 637 | Y-TYPE STRAINER |
| 638 | BODY CS A216 WCB, INT: SS316,150 NB, 150#, FLG (YTS210),Flow 100 m3/hr. |
| 639 | Basket-TYPE STRAINER |
| 640 | Supply of CS Basket Type Strainer(As per circular No.Eng/34 dtd.17/10/16 enclosed in Annexures) with Davit Arm,for Size upto 100 mm dia.- Body- Carbon steel ASTM A216 WCB, Screen-SS316,RF FLGD. ASME B16.5 Class 150.Strainer should have drain pipe(A105 - 3/4\" ) with Double Isolation ball valve (800#, SW,BODY CS A105, TRIMSS3316) with end Plug.For Size beyond 100 mm dia.- Body- Fabricated in pipe as per ASTM A 106 Gr.B as per technical specification, with Davit Arm Screen-SS316,RF FLGD. ASME B16.5 Class 150.Strainer should have drain pipe(A105 - 3/4\" ) with Double Isolation ball valve (800#, SW,BODY CS A105, TRIMSS3316) with end Plug. |
| 641 | 350mm/400mm dia.,60 mesh strainer, flow616m3/hr |
| 642 | 100mm/150mm dia.,60 mesh strainer, flow75 m3/hr |
| 643 | Supply of Inline balance PR. Foam proportioner assembly with manual override for 3% AFFF induction. MOC : SS 304, Flange End Confirming to B16.5 -150#The Inline balance pressure proportioner shall consists of a ratio controller, diaphragm operated pressure balancing valve, water and foam gauges, and pressure sensing hose of teflon tube with stainless steel braided cover, interconnecting trim fittings with control and flush valves |
| 644 | 100 NB |
| 645 | 150 NB |
| 646 | Supply of Foam concentrate control valve with connecting hose, union etc.MOC:SS 304, Flange End Confirming to B16.5 -150# |
| 647 | 40 NB/50 NB |
| 648 | Supply of Orifice plate-50/65NB |
| 649 | Supply of Spectacle Blinds |
| 650 | 20/25 NB |
| 651 | Supply of Female coupling with flange 65NB |
| 652 | Supply of Male coupling with flange 65NB |
| 653 | Supply and laying of LDPE sheet: Making leak detection membrane by providing Black Low Density Polyethylene (LDPE) film, 4000 gauge (=1mm thickness) as per IS 2508-1984. Joints in the film shall be heat-sealed insitu during laying of the film, using a 3-sealer thermostatically controlled electric iron and checked carefully.The film may be laid at a slope (towards the periphery of the sand pad foundation) of atleast 1 in 200, to effectively drain leaked product, if any, away from the sand pad.The film shall be anchored at the periphery of the ring beam, as shown in attached drawing. |
| 654 | Procurement & Supply of 12V Batteries for Fire Engines |
| 655 | Extra for Wrapping coating as per specification of UG pipelines for FH/OWS of varied sizes 600NB to 50NB |
| 656 | Procurement & Supply of SS-304 hose with SS304 single wire braid SS304 stub end with CS ASA 150# floating flange for HVLRs-65NB x 5Mtrs length |
| 657 | Procurement & Supply of Breather valve & silica gel trap 80NB |
| 658 | Supply and fixing of Silica Gel trap assembly dia made of acrylic / glass tube with silica gel as per standard drawings enclosed-50mm dia |
| 659 | Supply and installation of pressure gauges of capacity 0 to 15 Kg/Sq.Cm, Pressure gauge without dampener, glycerine filled |
| 660 | PART II B - FABRICATION AND ERECTION OF PIPING |
| 661 | Laying of Above GroundFire Water & Utilitiespipelines of steel,Supplied by IOCL on pedastals/sleepers/Under culvert/overhead pipe rack/structures up to 10.0 m height etc. Pipes in the scope of IOC shall be supplied anywhere within the terminal area and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts. The pipeline laying includes cutting, beveling, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., complete with supports as per drawings and hydro testing the pipelines at 18.0 Kg/cm2for a minimum period of 4 Hrs.Note: a.The job includesBlast cleaning (using Grit/ Shots) & painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete including all materials and machineries as per enclosed specifications and instructions at site. b. Pipe length indicated against each size is actual as per drawing. Payment will be made for the actual quantity executed at site. Pipe length measurement shall be including fittings (elbows, tees)c. Welding of pipeline should confirm to DPT/LPI on random basis as per direction of Site in charge,the cost of the same will be paid separately as per respective items as per specifications and instructions at site. |
| 662 | d. Rates shall also include the cost of supervision, labour, overhead/profits, materials which are in Bidder’s scope, consumables, conditions listed in Preamble to Schedule of Rates and other associated arrangements required to execute all the related activitiese. Concrete sleepers/Pedestals to be constructed as per respective item.f. Structural Pipe rack is not in the scope of this tender.g.Hydrant pipe linesmaterial confirm to IS3589/ IS1239h. Utility Pipe lines material confirm to IS-1239 Hvy Black & IS-1239 Hvy Galv. |
| 663 | i.The primer and paint shall be as per the list of paint manufacturers enclosed. Paint Specification for pipes and blas cleaning of external surfaces of pipes to- Shot/Grit Blasting to SA 2.5.i) Surface preparation by shot blasting conforming to SA 2.5 ii) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)iii) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)iv) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.Rates includes painting of fittings, flanges, valves & Strainers. Pipeline colour coding shall be carried out as per IOC specifications at no extra cost for product piping/valves. |
| 664 | k. The rates areinclusive of providing assistance during commissioning with necessary tools , tackles and manpower.Note: Item includes providing Cleaning of pipelines after Hydrotesting with compressed air for fully draining of hydrotested water from the pipe line. |
| 665 | 15NBSCH 80 |
| 666 | 20NB SCH 80 |
| 667 | 25NB SCH 80 |
| 668 | 50NB SCH 40 |
| 669 | 80NB SCH 40 |
| 670 | 100NB SCH 40 |
| 671 | 150NB SCH 40 |
| 672 | 200NB SCH 20 |
| 673 | 250NB SCH 30 |
| 674 | 300NB SCH 20 |
| 675 | 350NB SCH 20 |
| 676 | 400NB SCH 20 |
| 677 | 500NB SCH 20 |
| 678 | 600NB SCH 20 |
| 679 | 700NB SCH 20 |
| 680 | Laying ofabove groundSS pipelines of the following sizes as described below on pedastals/sleepers/Under culvert/overhead pipe rack/structures up to 7.2 m height etc. , including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 22.5 Kg/cm2 for a minimum period of 4 Hrs.Note: Item includes providing repeated Purging operation to the line with required compressors/air flushing for fully draining the hydro-tested water from the pipeline |
| 681 | 15 NB, SCH 40S |
| 682 | 20 NB, SCH 40S |
| 683 | 25 NB, SCH 40S |
| 684 | 50 NB, SCH 40S |
| 685 | 65 NB, SCH 40S |
| 686 | 80 NB,SCH 80S |
| 687 | 100 NB, SCH 80S |
| 688 | 150 NB,SCH 80S |
| 689 | Fabrication & Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of Utility pipelines including pipe fittings (3 runs minimum) with supply of approved electrodes/consumables, welding machine, tools & tackles etc.The rate also includes the branch connection of smaller dia pipe to run pipe,pipe to pipe connection with RF pad as per specification.Reinforcement pads shall be paid on the basis of one weld joint on main pipe on which pad is welded No extra payment will be made for conducting tests for establishing welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection.All pipes material confirm to IS-1239 Hvy |
| 690 | 15 NB |
| 691 | 25 NB |
| 692 | 50 NB |
| 693 | 80 NB |
| 694 | 100 NB |
| 695 | 150 NB |
| 696 | Fabrication & Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of Fire Hydrant pipelines and OWSincluding pipe fittings (3 runs minimum)with supply of approved electrodes/consumables, welding machine, tools & tackles etc.The rate also includes the branch connection of smaller dia pipe to run pipe,pipe to pipe connectionwith RF pad as per specification. Reinforcement pads shall be paid on the basis of one weld joint on main pipe on which pad is weldedNo extra payment will be made for conducting tests for establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection. |
| 697 | 15NB SCH 80 |
| 698 | 20NB SCH 80 |
| 699 | 25NB SCH 80 |
| 700 | 50NB SCH 40 |
| 701 | 80NB SCH 40 |
| 702 | 100NB SCH 40 |
| 703 | 150NB SCH 40 |
| 704 | 200NB SCH 30 |
| 705 | 250NB SCH 30 |
| 706 | 300NB SCH 20 |
| 707 | 350NB SCH 20 |
| 708 | 400NB SCH 20 |
| 709 | 500NB SCH 20 |
| 710 | 600NB SCH 20 |
| 711 | 700NB SCH 20 |
| 712 | Fabrication & Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of SS 304 pipelines including pipe fittings (3 runs minimum) of radiographic quality by welders qualified as per ASME Section IX with supply of approved electrodes/consumables, welding machine, tools & tackles etc. No extra payment will be made for conducting tests for establishing welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection. |
| 713 | 15 NB, SCH 40S |
| 714 | 20 NB, SCH 40S |
| 715 | 25 NB, SCH 40S |
| 716 | 50 NB, SCH 40S |
| 717 | 65 NB, SCH 40S |
| 718 | 80 NB,SCH 80S |
| 719 | 100 NB, SCH 80S |
| 720 | 150 NB,SCH 80S |
| 721 | Welding of CS SORF flanges & socket welded flanges confirming to materail A105 of the following sizes on the Fire Hydrant & OWSincluding setting, positioning, setting, welding with min. three runs outside and one inside, all leads & lifts etc., complete as per specifications and instructions at site. |
| 722 | 15 NB |
| 723 | 20 NB |
| 724 | 25 NB |
| 725 | 50NB |
| 726 | 80 NB |
| 727 | 100NB |
| 728 | 150NB |
| 729 | 200NB |
| 730 | 250NB |
| 731 | 300NB |
| 732 | 350NB |
| 733 | 400 NB |
| 734 | 450 NB |
| 735 | 500NB |
| 736 | 600NB |
| 737 | 700NB |
| 738 | Welding of SS SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one inside, all leads & lifts etc., complete as per specifications and instructions at site. |
| 739 | 15 NB |
| 740 | 20 NB |
| 741 | 50 NB |
| 742 | 65 NB |
| 743 | 80 NB |
| 744 | 100 NB |
| 745 | 150 NB |
| 746 | Installation of supplied Fire water pumps with its fire engine |
| 747 | Fire water Pump- diesel Engine Driven (616 cu.m/hr Cap. X 105 MWC) with all accessories like Panel, battery charger etc, Item rate is inclusive of installing Exhaust lines (150 mm dia or more) for the diesel engines along with the residential Silencers. The item also to include lagging of the exhaust lines including cladding in aluminium (28 g)Note: Civil works, Structural supports & Lagging/cladding for insulation for the Exhaust pipe shall be paid under respective item |
| 748 | Insulation Lagging of the exhaust lines including cladding in aluminium (28 g) |
| 749 | Installation of supplied Fuel tank for Fire Engines on structural platformNote: Laying of fuel line,return line and structural platform shall be paid under respective items. |
| 750 | Fixing the supplied CS Gate / Ball / Check / Needle valves of following sizes for Fire Hydrant& owsFixing shall includesupplying and fixing ofCompressed Non Asbestos Fiber gaskets confirm to IS 2712-GR W/3,Thick 3 mms (For size50 mm dia. and above100% spare quantity of Compressed Non Asbestos Fiber gaskets to be supplied),nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7 respectively. |
| 751 | 15 NB |
| 752 | 20 NB |
| 753 | 50 NB |
| 754 | 100 NB |
| 755 | 150 NB |
| 756 | 200 NB |
| 757 | 250 NB |
| 758 | 300 NB |
| 759 | 350 NB |
| 760 | 400 NB |
| 761 | 500 NB |
| 762 | 600 NB |
| 763 | Fixing the suppliedMotor Operated valves with all leads and lift of following sizes including supplying and Fixingof Compressed Non Asbestos Fibergaskets(with 100% spare quantity) conf to IS 2712-GR W/3,Thick 3 mm, nuts & stud bolts conf to ASTM A194-2H & ASTM A193 -B7 respectively. FIRE HYDRANT PIPELINE |
| 764 | 200 NB |
| 765 | 300 NB |
| 766 | 350 NB |
| 767 | 500 NB |
| 768 | 600 NB |
| 769 | Fixing the SS Gate / Ball valve / Check Valves/ Needle valveFor size50 mm dia. and above Fixing shall include supply of PTFE Gaskets, Thick 3mm, (with 100% spare quantity), Nuts & stud bolts conf to ASTM A194-8 & ASTM A193-B8 respectively. Foam Pipe/Utility Pipeline Note: For SS valves, nuts & bolts are to be SS material only |
| 770 | 15 NB |
| 771 | 20 NB |
| 772 | 50 NB |
| 773 | 80 NB |
| 774 | 100 NB |
| 775 | 150 NB |
| 776 | Fixing the suppliedMotor Operated valves with all leads and lift of following sizes including supplying and Fixingof Compressed Non Asbestos Fibergaskets(with 100% spare quantity) conf to IS 2712-GR W/3,Thick 3 mm, nuts & stud bolts conf to ASTM A194-2H & ASTM A193 -B7 respectively. FOAM/UTILITIES PIPELINE |
| 777 | 50 NB |
| 778 | 65 NB |
| 779 | 80 NB |
| 780 | 100 NB |
| 781 | 150 NB |
| 782 | Fixing theInline balance pressure Foam proportioner assembly with manual override including supply of PTFE Gaskets,Thick 3mm, (with 100% spare quantity), Nuts & stud bolts conf to ASTM A194-8 & ASTM A193-B8 respectively. |
| 783 | 100/150 NB |
| 784 | Fixing the Foam concentrate control valve assembly including supply of PTFE Gaskets,Thick 3mm, (with 100% spare quantity), Nuts & stud bolts conf to ASTM A194-8 & ASTM A193-B8 respectively. |
| 785 | 40 NB/50 NB |
| 786 | Fabrication,Welding,Installation & Commissioning of Stand post for double hydrant points as per enclosed specification. Landing valves and Pipes shall be free issued by IOCL. |
| 787 | Installation of Supplied Fire fighting equipments |
| 788 | Water Monitors - 100mm dia. |
| 789 | Installation of IOCL suppliedRemote operated High volume Long Range Water Monitors (1000 / 2000 / 4000 GPM REMOTE HVLR MONITORS) including the following :(a) Erection of Motors(b) Fixing of Proximity sensors(c) Erection of MOV Gate valve(d) Erection of Remote Control Panel(e) Fixing of Control & Junction Box(f)Laying of power cable from Control Panel to HVLR Motors(g) Laying of Control cable & Signal cable from Remote Control Panel to HVLR Signal Junction Box(h)Supply and Fixing of cable tray from Remote Control Panel to HVLR Junction Box(i)Glanding & termination of power , control & signal cables(j) Installation of Gaskets & stud bolts.as directed by IOCL or EIC(k)Making the stub connection with necessary reinforcement pad as applicable,(l)Suppiled foam container forHVLRM including erecting the same with necessary CC support as per specification and direction of site incharge.(m)Installation of suppiled Jet Ratio Control Pump(JRCP) forHVLRM including erecting the same with necessary CC support as per specification and direction of site incharge.Note:a)The job also include the MS fabricated working platform wherever required without any extra cost.b) Power supply distribution for MOV\"s and other equipments are taken from single point power supply (provided by client near by Control Room) to desired loaction shall be in the vendor\"s scope. |
| 790 | Variable water cum foam monitors - 100mm dia. |
| 791 | Hydrant Valves/Landing Valves/MEFG |
| 792 | Installation of CS Strainers as per specificationincluding supply of gaskets(with 100% spare quantity), nuts, stud bolts, etc.FIRE PIPELINE /UTILITY PIPELINEProduct pipe line- Metallic gaskets (with 200% spare quantity) confirm to SS316 with Graphite fill as per ASME B16.20, nuts & stud bolts confirm toASTM A194-2H & ASTM A193B-7Hydrant & Utility pipeline - Compressed Non Asbestos Fibergaskets(with 100% spare quantity) conf to IS 2712-GR W/3,Thick 3 mm,nuts & stud bolts conf to ASTM A-194-2H and ASTM A-193-B7. The job also include installation of supplieddrain pipe with Double Isolation ball valve with end Plug as directed by site engineer. |
| 793 | CS BASKET STRAINER |
| 794 | 400mm dia.,100 mesh strainer, flow616m3/hr (Fire Engines) |
| 795 | 100mm dia.,100 mesh strainer, flow75 m3/hr (Jockey Pumps) |
| 796 | Y TYPE STRAINER |
| 797 | BODY CS A216 WCB, INT: SS316,150/100 NB, 150#, FLG (YTS210),Flow 100 m3/hr. (for FW transfer Pump) |
| 798 | Laying of Underground Pipe lines |
| 799 | Laying of Underground Hydrant & OWS pipelines of steel pipethrough RCC Culvert/ Hume pipe at road crossing inlcuding providing Blast cleaning (using slag/shots) Polyurethane Coating (100% Solvent Free) with min 800-1000 micron and as per specifications enclosed. And these pipe lines to be laid at a depth as per site condition / laying throughhume pipes/ culverts and doping the same as per specifications.Welding of pipeline should conformto Radiography quality. 100% of the joints shall be radiograped and the cost of the same will be paid separately as per respective items as per specifications and instructions at site.Note: 1) The rates quoted includes hydro testing the product pipelines at 15 Kg/cm2and hydrant pipelines at 18 Kg/cm2 for a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3) Polyurethane Coating (100% Solvent Free) or High build Solvent Free Liquid Epoxy Systems of Steel pipes(UG)/Fittings/Specials/Flanges etc.4) The cost of Blast cleaning etc is in the scope of Bidder.5) The rates areinclusive of providing assistance during commissioning with necessary tools , tackles and manpower.Note: Item includes providing Cleaning of pipelines after Hydrotesting with compressed air for fully draining of hydrotested water from the pipe line. Also , the cleaning of pipe lines to be carried out before commissioning with the product at no extra cost. |
| 800 | 150NB SCH 40 |
| 801 | 200NB SCH 30 |
| 802 | 250NB SCH 30 |
| 803 | 300NB SCH 20 |
| 804 | 350NB SCH 20 |
| 805 | 400NB SCH 20 |
| 806 | 500NB SCH 20 |
| 807 | 600NB SCH 20 |
| 808 | Laying of Underground UTILITIES pipelines of steel pipethrough RCC Culvert/ Hume pipe at road crossing inlcuding providing Blast cleaning (using slag/shots) Polyurethane Coating (100% Solvent Free) as per specifications enclosed. And these pipe lines to be laid at a depth as per site condition/ laying throughhume pipes/ culverts and doping the same as per specifications.Welding of pipeline should conformto Radiography quality. 100% of the joints shall be radiograped and the cost of the same will be paid separately as per respective items as per specifications and instructions at site.Note: 1) The rates quoted includes hydro testing the product pipelines at 15 Kg/cm2and hydrant pipelines at 18 Kg/cm2 for a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3)Polyurethane Coating (100% Solvent Free) or High build Solvent Free Liquid Epoxy Systems of Steel pipes(UG)/Fittings/Specials/Flanges etc.4) The cost of Blast cleaning is in the scope of Bidder.5) The rates areinclusive of providing assistance during commissioning with necessary tools , tackles and manpower.Note: Item includes providing Cleaning of pipelines after Hydrotesting with compressed air for fully draining of hydrotested water from the pipe line. Also , the cleaning of pipe lines to be carried out before commissioning with the product at no extra cost. |
| 809 | 50 NB SCH 40 |
| 810 | 80NB SCH 40 |
| 811 | 100NB SCH 40 |
| 812 | 150NB SCH 40 |
| 813 | INSTALLATION OF SUPPLIED PUMPS WITH ITS MOTORS |
| 814 | Transportation incuding loading & Unloading with all leads & liftsof Equipments, Vessels, machinery etc. from OWNER\"s Trailors/ Trucks etc andstores/storage yard of contractor /inside the Terminal to the work site; assembly of parts/sub-assemblies; checking, cleaning and preparing the top of foundation and pockets for erection; placing the equipments, Equipments installations, machinery etc. on foundation or structure; leveling, alignment, grouting,first maintenance; and make ready for commissioning ,completion of all jobs as per drawings, scope of work & technical conditions as defined in the enquiry specifications, standards, codes and instructions of OWNER/CONSULTANT.Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, cranes of suitatable capacity, hydra, materials and other associated arrangements required to execute all the related activities. |
| 815 | NOTE: a) Erection of Equipments/ Vessels etc shall be done under the supervision ofVENDOR/ SPECIALIST.b) The cost of RCC foundation, grouting,MS Structural steel etc shall be measured & paid separately under respective civil items.c) Painting with approved make, colour, shade including colour coding as per specifications shall be part of rate quoted.d) Item includes provision of Mill rate fitter, required dial gauges & aligning all the rotary equipment within the tolerance limits.e) Item rate includes provision of Coupling guard for all rotary equipment & AVM pads for Fire Engines.f) Unloading of equipments & storing the same in IOCL premises is also included in the scope of bidder. |
| 816 | Fire Water Main Pumps - upto 616 M3/hr x 105 M Head |
| 817 | Providing hot dip galvanizing (both inside and outside surfaces) for the following items with minimum 600 gm/sqm as per IS 4759. Item should be operated only for pipes/flanges/fittings forming part of sprinkler header, riser & rings inside the tank dyke. |
| 818 | 150/200 mm dia fabricated pipe of sprinkler rings (incLusive of flange & fittings) |
| 819 | 80/100 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 820 | 50/65 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 821 | PART II C - SUPPLY OF ITEMS & SERVICES |
| 822 | Making CS flanged joints for both SORF flanges and blind flanges including supply and fixing Compressed Non Asbestos Fibergaskets(with 100% spare quantity) conf to IS 2712-GR W/3,Thick 3 mm,nuts & stud bolts conf to ASTM A-194-2H and ASTM A-193-B7. FIRE HYDRANT /OWS /UTILITY PIPE LINES |
| 823 | 700 NB |
| 824 | 600 NB |
| 825 | 500 NB |
| 826 | 400 NB |
| 827 | 350 NB |
| 828 | 300 NB |
| 829 | 250 NB |
| 830 | 200 NB |
| 831 | 150 NB |
| 832 | 100 NB |
| 833 | 80 NB |
| 834 | 50 NB |
| 835 | 25 NB |
| 836 | 20 NB |
| 837 | 15 NB |
| 838 | Making SS flanged joints for both WNRF flanges and blind flanges including supply and Fixingof PTFE Gaskets (with 100% spare quantity), Nuts & stud bolts confirm to ASTM A194-8 & ASTM A193-B8 respectively. Foam Pipeline |
| 839 | 150 NB |
| 840 | 100 NB |
| 841 | 80 NB |
| 842 | 65 NB |
| 843 | 50 NB |
| 844 | 20 NB |
| 845 | 15 NB |
| 846 | HOSE BOXES Supply & erection of Hose Boxes, to house the hoses. These boxes shall be manufactured using quality metal box construction and glass. Only superior grade M.S. shall be used for fabricating these boxes for storage of Fire Hoses and Nozzles. Specifications:• Material of construction : M.S. Sheet 16 to 18 SWG • For accommodating 2 No. 15 meter,63mm Fire Hoses and nozzles (2 Jet nozzles + 1 Universal Nozzle + 1 Fog Nozzle)• Approximate size for IS; 636 / UL 19, Type A hoses: Vendor to specify• Door (Single Door/Double Door): Vendor to specify. |
| 847 | EYE WASH AND SAFETY SHOWER as per specification Eye wash & safety shower made from heavy duty GI pipe, eye wash bowl and shower head are made from ABS grade noncorrosive plastic with special foam generating atomiser and filter. Operating valve made of brass and pipe are powder coated paint with hand operated shower and pedal operated eyewash as par I.S:10592 of 82 with ISI marked. |
| 848 | PROCUREMENT,SUPPLY & ERECTION OF MAIN UNITS, VESSELS, PACKAGES, EQUIPMNT, PUMPS WITH MOTORSResidual Engineering, preparation of fabrication drawings, procurement of all raw materials whatsoever required to meet the complete scope of supply along with internals, fabrication, assembly, inspection, testing, painting, packing & dispatch of the equipments in accordance with relevant equipment specification/drawing, applicable codes, standards and documents. |
| 849 | SS FOAM TANK CAPACITY.- 7.5 KL (Net capacity):Supply, Fabrication, Installation & Commissioning of Foam Concentrate fixed Tank & associated system comprising of the following and as per approved drawing.A. Foam concentrate tank in min 4 mm thk, SS 304 fitted with cover and locking arrangement, vent pipe, fill pipe, level indicator with suitable transparent PE/PP tubing and controlvalves (2 no, 3/4 \" SS SW valve). with expansion dome, airvent , sight glass will Sillica Gel assembly, fill connection, flanged outletB. Min 2 no, 25 mm dia outlets per tank for connections to be established to inductors at tanks.C. Drain line with 1 no, 25 mm dia valve as per design.D. Tank to be supplied with 1 no 500 mm dia manhole, 1 no vent pipe with sillica gel assembly, 1 no fill pipeSpecific Notes: Following shall be paid under respective item of the price schedule.a. Civil works, MS structural staging for operating the tank for FF purpose .b. Shed/ cover for the entire foam concentrate tank and its fittings in MS structurals with Galvalume sheet top.c. SS piping, connected valves, fittings from the tank to JRCP/ HVLR/ Foam system as required at site |
| 850 | SS FOAM TANK (WHEELED) CAPACITY.- 5 KL (Net capacity):Supply, Fabrication, Installation & Commissioning of Foam Concentrate fixed Tank & associated system comprising of the following and as per approved drawing.A. Foam concentrate tank in min 4 mm thk, SS 304 fitted with cover and locking arrangement, vent pipe, fill pipe, level indicator with suitable transparent PE/PP tubing and controlvalves (2 no, 3/4 \" SS SW valve). with expansion dome, airvent , sight glass will Sillica Gel assembly, fill connection, flanged outletB. Min 2 no, 25 mm dia outlets per tank for connections to be established to inductors at tanks.C. Drain line with 1 no, 25 mm dia valve as per design.D. Tank to be supplied with 1 no 500 mm dia manhole, 1 no vent pipe with sillica gel assembly, 1 no fill pipeSpecific Notes: Following shall be paid under respective item of the price schedule.a. Civil works, MS structural staging for operating the tank for FF purpose .b. Shed/ cover for the entire foam concentrate tank and its fittings in MS structurals with Galvalume sheet top.c. SS piping, connected valves, fittings from the tank to JRCP/ HVLR/ Foam system as required at site |
| 851 | BLADDER TANKS: Supply, Installation & Commissioning of Horizontal/Vertical Carbon steel Foam Bladder tank of Capacity 5.0 KL ( for Foam Pourer).Horizontal Carbon steel Foam Bladder tank of Capacity 5.0 KL as per ASME Code scction VIII DIV-1 (UL Listed/FM approved), With Nylon Reinforced Buna-N Rubber Bladder, Having Water side piping & Foam Concentrate Side piping of material SS 304 Sch 40, one number of Ratio Controller with Flange end, ANSI B16.5-150# of Sizes 100 NB (UL listed/ FM approved), one number of Automatic Foam Concentrate controlvalvewith manual over ride along with Limit switch (UL listed/FM approved), Pressure Gauges and shut off valves on water & Foam conc. line, NRV at foam Concentrate line, Sight galss with drain valve, Concentrate vent, Tank water drain valves, Concentrate fill /drain valve, ladder and complete with all accessories as required. Bladder tankkit consisting of water drain pipe, air filling and foam Conc. Filling unit with Centrifugal pump. Civil/Structural work shall be paid separately. |
| 852 | FIRE WATER FEED PUMPS & JOCKEY PUMPS WITH MOTORS & ACCESSORIES |
| 853 | Procurement, supply and erection cum installation, inspection, testing, painting and packing & dispatching, drawings / documents of the machinery items along with drive motor, accessories & spares as per Technical specification enclosed .NOTE: a) Erection of Pump/Equipments/ Vessels etc shall be done under the supervision ofVENDOR/ SPECIALIST.b) The cost of RCC foundation, grouting,MS Structural steel etc shall be measured & paid separately under respective civil items.c) Painting with approved make, colour, shade including colour coding as per specifications shall be part of rate quoted.d) Item includes provision of Mill rate fitter, required dial gauges & aligning all the rotary equipment within the tolerance limits.e) Item rate includes provision of Coupling guard for all rotary equipment & AVM pads for Fire Engines.f) Unloading of equipments & storing the same in IOCL premises is also included in the scope of bidder. |
| 854 | Fire Water Feed Pump With motors;Rated cap: 100 m3/h & Diff. Head:30.0 m |
| 855 | Jockey Pump With motors; Rated cap: upto 75 m3/h & Diff. Head :110.0 m |
| 856 | Supplying and fixing 150 mm dia pressure gauge (0-20 KSC) to the delivery lines of fire pumps, jockey pumps & hydrant network, including supplying and welding necessary sockets on the pipelines including 3 way pressure differential valve, etc. complete and as per directions of site in charge. |
| 857 | Supplyingand fixing electric pressure switches of approved make and connecting the same to the delivery headers of the Jockey pumps and Main hydrant pumps with necessary sockets welded on the headers, accessories etc complete. |
| 858 | Drilling of 9\" Dia Bore hole and fixing 200 NB dia M.S pipe (Approvedmake) in bore hole from top to bottom and developing the Borewell Complete (Min. 100 Mtrs depth) with slotted pipe at water strata. Cost include supply, lowering and commissioningof the submersible pump with 15.0 HP motor along with Pannel board,Submersible cable,safety wire,Bore cap,Bore clamp,adapter ,GI Bend and40 MM P.V.C pipeand fittings Note: Developing Borewell depthcomplete in all respect considered upto 150 mtrs depth. |
| 859 | SUPPLY & INSTALLATION OF WATER METER (TELEMETARY TYPE)-CWGA REQUIREMENT |
| 860 | Sealing of gap between product Pipes in Dyke Wall by filling the gap with bituminous sealing compound to make leak proof up to 600 NB dia pipes. |
| 861 | Preparation of 3D Model, Isometrics( Large bore & Small Bore), MTO, Support Schedule,As-Built 3D model & isometrics etc.as per \" GOOD FOR CONSTRUCTION\"- Piping Layout, Installation of Model review software at IOCL offices (Mumbai & Sekerkote Depot) & Consultant Offices( Kolkata).Note :- Final As-build 3D model to be submitted to M/S.IOCL. |
| 862 | Providing & fixing suitable 18mm Dia Teflon Ram Extruded Rod ,in possition for pipe line point support at all levels with necessary cleats welded on insert plate @ 150 c/c approx., complete in all respect as per approved drawing. |
| 863 | Providing & fixing suitable 25mm Dia Teflon Ram Extruded Rod ,in possition for pipe line point support at all levels with necessary cleats welded on insert plate @ 150 c/c approx., complete in all respect as per approved drawing. |
| 864 | Erecting temporary mobile fire screen wall around the place where hot works is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. |
| 865 | Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position temporary required local upto 8.0 M highfire screen wall around the tank or facilities with GI sheets with cross supports etc as per alignment shown by site Engineer, maintaining same till the completion of entire work and dismantling the entire screen wall carting away the dismantled materials from site redoing the entire existing surface to the original condition etc complete.The fire screen wall including the foundation/or suitable support is to be designed and approved by a \"\" licensed structural Engineer\"\" and should be suitable for local soil bearing capacity, wind speed etc. Note: Rate is considering the height of fire screen shall be min 3 Mtrs and upto 8Mtrs. Foundation shall be paid separately under civil items. |
| 866 | Finishing with Painting for repair procedure for damaged / affected paint surface (Both External / Internal Steel Surfaces of Tanks/Pipes/Structures) including surface preparation, appropriate priming coat, intermediate coat,preparation of surface, etc as per manufacturer\"s specifications & IOC Standards and including cost of scaffolding. Paint Specification-Surface preparation: using Power Tool cleaning of damaged / affected surface with hard wire brush SSPC SP 3 -Primer: One coat of Self Priming HB Epoxy Mastic Coating (175 micron)- Finish Coat: Two coats of Finish paint as per respective specifications of the equipment/Steel Surfaces of Tanks/Pipes/Structures |
| 867 | PART III - CIVIL, STRUCTURAL & ELECTRICAL WORKS |
| 868 | a) The prices for all excavations are to include for removing and clearing away all shrubs, bushes, roots, removal of RCC posts/marker etc. The RCC posts must be removed properly and good condition RCC posts may be stacked at designated place inside the premises as directed by the site-in-charge.b) The prices are also to include for all leveling and ramming foundation beds, trimming of sides and bottom grading to proper level as required.c) Removal and carrying shall include for all loading, unloading and handling as may be necessary and also all necessary means of transport (Mechanical or manual as required). d) The prices are also to include removal of water accumulated due to subsoil seepage, rains or from any kind of sources, either by pumping or by bailing or by any suitable method likewell point dewatering etc. if reqd. No extra payment shall be made for dewatering.This also includes for draining out the pumped water to nearby available drainage system.e) Normally payment of earth work shall be made according to the sizes of PCC for trenches/ pits as contemplated in the working drawings. Extra due to widening or deepening of trenches / pits shall not be paid for except for the caseswhere water / acid proofing would be accepted as per working drawings in such case the mode of measurementshall be as per IS : 1200.f) Nothing extra shall be paid for sorting /screening of excavated materials to obtain good earth for filling.g) Nothing extra shall be paid on account of any liftfor disposal of excavated materials.h) Where excavation are made in excess of the depth required, the contractor shall at his own expense fill up tothe desired level with lean concrete of mix 1:5:10 (1 Cement: 5 Coarse sand: 10 Graded stoneaggregate 40 mm nominal size.i) Rate shall include Royalty, Taxes, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account.j) Soft / loose soil also includes filled up earth / murrum.k) The filling for earth / murrum or sand shall be done in layers not exceeding 20 cm in thickness (consolidated) withSuitable means to achieve 95% dry density at Optimum Moisture Content corresponding to standard Proctor test compaction with vibroroller(8 to 10MT capacity) & vibro compactor in confined spaces.l) For other conditions please refer document. |
| 869 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual meansincluding disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed including all lead and lifts/depth.All kinds of Soil such as ordinary/hard soil, kankar, murrum, gravel, pebbles, bajri, removal of shrubs, uprooting the tree roots etc. and all types of material encountered in excavation including excavation of saturated soils, mud, sludge etc. |
| 870 | Filling with earth available within premises (excluding rock) under floors or filling in sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering for all Lift and Lead as per direction of Site in charge. Item includes compaction usingminium 15 ton capacity vibro-compactor with a adequate minimum of passes for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density of the material. |
| 871 | Supply & filling imported local earth (including royalty) of approved quality, inplot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction usingminium 15 ton capacity vibro-compactor with a adequate minimum of passes for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density of the material.Note:a) Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.b) Tenderers to note that approval from IOCL shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities or NABL acredited labs (As approved by IOCL/PMC Engineer) have to be submiited for the parameters specified by IOCL prior to undertaking filling in the site.c) Item rate is inclusive of applicable Royalty for the imported earth, charges for Specific approval to be obtained from concerned Statutory Authorities & Necessary Royalty receipts/ NOC to be submitted by the Contractor.d) Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted.e) No extra cost shall be payable by IOCL on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises. |
| 872 | Clearing jungle from plot (excluding areas under excavation) including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place as per direction of Site in charge |
| 873 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. |
| 874 | Supplying and filling local sandfrom grading zone III of fine aggregates as per applicable IS Code in plinth, under floors, foundations,etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete as per technical specifications/ drawings. |
| 875 | HARD-CORE SOLING: Providing and laying dry stone hard rubble/boulder soling of required thickness under floor, ramps, walls, foundation, trenches, etc. & for similar situations at plinth level/ below plinth level including laying in regular lines , levels, interstices, filled with smaller stones /chips of appropriate size and sand consolidated with copious watering as specified & finished to the required level etc as instructed by site engineer.The soling shall be laid and hand packed true to grade and section and these shall be often checked by borning rods,temple boards,fish line,etc..The grades sections etc.of soling shall correspond to those of the surfacing coming thereon.The soling thus laid shall be finished by knocking out projecting stones and filling depressions by chips to reach up to the grade & camber. |
| 876 | CONCRETE WORK/ REINFORCED CONCRETE WORK (Prices includes for carrying out works as indicated below and also refer tender documents) |
| 877 | a) The prices for concrete in beds and slabs are to include for laying on any type of sub grade, laying to falls, or cambers and for preparing surfaces to receive concrete.b) All concrete surfaces shall be finished to a fair face to give a smooth and even surface. Nothing extra shall be paid on this account.c) The prices are to include leaving pockets, cut outs and holes and to provide wooden boxes or any other suitable arrangements in RCC for bolt holes in slab, beams, walls, foundation of equipment\"s etc. as per approved working drawing. (Nothing extra shall be paid on this account)d) No deduction in RCC quantity shall be made for pockets and nothing extra shall be paid for providing pockets as mentioned in para \"C\" above.e) Measurement of opening in concrete work/RCC work: For measurement of openings in concrete work / RCC works, shall be as per IS: 1200 Part-III. |
| 878 | f) All pocket holes are to be properly covered by suitable means so that dirt, rain water etc. etc., should not enter the pockets/holes etc. (Nothing extra shall be paid on this account.)g) Threads of bolts etc. which have already been fixed in the pockets are to be greased and polythene sheet properly covered with gunny bags to protect it from damages from all sources. (Nothing extra shall be paid on this account.)h) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord withthe details shown on the approved working drawings.i) Nothing extra shall be paid for any intricate concrete work for foundations of equipment\"s and machinery (dynamic/static), RCC wall and other superstructure works or any delay in concreting in small and thin sections in PCC or RCC works.j) The prices for concrete are to include for hoisting and / or lowering to any height and/or depth required and in any type of form work, packing around reinforcement where required and finishing the surfaces, to fair andeven surface. |
| 879 | k) The prices shall include working up or hacking of concrete surface for providing keys for further concrete work and shall also include all plane, rebated or grooved constructional and other joints. l) The design mixes of all controlled concrete of various grades shall be established by the contractor on the basis of weigh batching, at the beginning of work. In all concrete / RCC work graded coarse aggregate shall be used. Any concrete work with honey comb shall be rejected and the work has to be redone by the contractor at his own cost.m) Concrete admixtures for workability if necessary, may be used in RCC if required as per design mix or decided by Engineer-in-charge. No extra payment for mixing etc, shall be made on this account. n) Machine and equipment foundations shall mean all foundations including pedestals of vessels, towers, pumps, compressor motors, or any other equipment or machinery (both static and dynamic), pipe supports, etc. and the like. |
| 880 | o) The prices are also to include the removal of water caused by rains/seepage etc. either pumping or by bailing out or by special means like well point dewatering etc. that may accumulate in the trenches and foundationpits etc.r) Desired design mix shall be got approved from Engineer-in charge before commence of casting.s) The source of supply for sand and stone chips shall be approved by IOCL. t) Approved brand of 43 grade cement shall be used for preparing design mix & cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope. |
| 881 | Following additional points to be noted for Batch Mix Concrete(BMC)a) BMC shall be setup within the plant premises as Directed by Engineer-in-charge.b) Nothing extra should be paid for Contractor to establish and removal, after completing of Job of such plant at this cost.c)It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure.d)Any loss of material shall be contractor’s responsibility.e)Desired design mix shall be got done from Govt Lab/NABL accredited lab and to be approved from Engineer-in charge before Casting.f) Approved brand shall be used for preparing BMC & Cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope. |
| 882 | PLAIN CEMENT CONCRETE |
| 883 | Providing and laying cement concrete in foundation, footings and base for columns/walls including proportioning, mixing in mechanical mixer, laying vibration by means of mechanical vibrators, curing etc. complete including centering & shuttering |
| 884 | Concrete of mix 1:4:8( 1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
| 885 | Concrete of mix 1:3:6( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 886 | Concrete of mix 1:2:4( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 887 | REINFORCEDCEMENT CONCRETE |
| 888 | IN FOUNDATION &PLINTH: |
| 889 | Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concretewith 20mm and down size graded crushed stone aggregates for all leads, levels, depths, shapes and thickness for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete UP TO PLINTH LEVEL Note :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 890 | IN SUPERSTRUCTURE: |
| 891 | Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete with 20mm and down size graded crushed stone aggregates for all leads, levels, depths, shapes and thickness for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete ABOVE PLINTH & UP TO FLOOR 5 LEVELNote :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 892 | Manufacturing, transporting, supply and erecting in position Reinforced Cement Concrete Precast pipe sleepers of M-25 grade with 20mm and down size graded crushed stone aggregates for all leads, levels, depths, shapes and thickness including all moulds, cost of shuttering and centering, vibrating, tamping, curing, chamfering wherever required, leaving dowel bars in pedestal for extension of sleepers as specified, providing lifting hooks, metal inserts, making holes, pockets,transporting to SITE, erecting, levelling, aligning and fixing in position, breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the cost of providing and fixing reinforcement) as per drawings, specifications and direction of Engineer-in-Charge. Core cutting samples from supplied precast sleepers at site, as per direction of site-in-charge, sending it to approved laboratory for assesssing the comp. strength of the grade of concrete used shall be in contractor\"s scope and nothing extra shall be paid on this account.Note :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 893 | Centering and shuttering including strutting, propping etc. with suitable materials as per Tender conditions & specifications and removal of form for : |
| 894 | Foundations,footings,bases of columns, etc. for mass concrete RCC |
| 895 | RCC Walls, Slabs (anythickness) including attached pilasters, buttress, plinth and string courses etc. |
| 896 | Lintels, beams plinth beams,girders bressumers and cantilevers |
| 897 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 898 | Providing grouting in pockets/bases etc(As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRA GP-2 or approved equivalent etc |
| 899 | Providing and fixing of unplasticised Rigid PVC pipes conforming to IS:13592 in concrete retaining wall (weep holes) at any level as per dimensions and orientation shown in drawings including jointing, encasing, bending, threading, etc complete by providing pebbles & sand packing/mesh/membrane for draining seepage water & as per directions at site- 75 mm diameter |
| 900 | REINFORCEMENT & EMBEDMENTS |
| 901 | a) Wastage in cutting will not be paidOnly steel actually fixed in position will be paid by the linear measurement i/c hooks, chairs, dowels and laps. Only authorized hooks and laps approved in bar bending schedule shall be paid. Lapping of bars will be allowed only where the required bar length exceeds the standard lengths available unless otherwise approved. All other laps provided unless otherwise specified in the drawings shall not be measured and paid for. Weight of binding wire shall not be measured for payment.The prices are to include for the supply of all Reinforcement & Embedment at site by the Contractor.b) Reinforcement are to be tack welded in addition to binding by 18 SWG annealed wire wherever necessary to impart fixity. Bars of 28 mm dia & above shall also be provided with stitch weld in additions to binding with annealed iron wire and nothing extra will be paid for stitch welding. Stitch welding shall be done as per IS specifications. No extra claim shall be entertained on this account.c) Supplying,cutting, bending, hoisting, placing in position with proper precast concrete block cover and binding with 18 SWG annealed wire, high yield strength deformed bars as per IS: 1786 for all R.C.C works including all necessary handling at all heights anddepths complete in all respects and as per direction of the Engineer-in-Charge. |
| 902 | Thermo Mechanically Treated Bars Fe- 500D grade or better, Conforming to IS1786 |
| 903 | STRUCTURAL STEEL |
| 904 | Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 or higher of I.S:1367 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel joists, channels, angles, tees, flats, plates, lattice members built up / compound sections in columns, portals, girders, beams, bracings, trusses, purlins, rafters, staircase, steps, hand-railings, walkway, cat ladder with cages, toe plates, side walling, trestles, etc. including gusset plates, anchor plates etc., including site and shop fasteners, riveting, bolting, welding at shop or work site at all heights etc. & including applying approved coats of primers, undercoat and finish painting as per Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints )Providing and applying Anticorrosive treatment to structural steel surface as per below specifications.a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.Payment will be on the basis of weight of structural steel provided. |
| 905 | Fabrication & Erection of IOC supplied structural steel work riveted, bolted or welded in single/ built up sections,trusses & framed work hoisting, fixing in position and including surface preparation, applying a priming coat & final coat of approved steel primer all including cutting, complete as per Technical specification. Complete as per drawing and direction of Owner / Consultant. |
| 906 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,with suitable anchorage all conforming to relevant Indian Standards and as approved by Engineer-in-charge. The item includes provision of 2 nos. of GI nuts for each bolt. |
| 907 | Supplying, providing, shop fabricated, steel pressed lock, erection of galvanised electro forgedgratings comprising of shaped, grating and stair treads out of steel using 25x5mm flat bars and 6mm MS rods as per requirements duly welded/fixed/clamped to base frame and as shown in relevant drawings including painting as per enclosed specifications including stage-wise third party inspection as per QAP.Note:- Finished size of grating laid shall be measured for the purpose of payment. Pitch of the main flat bars(25x5mm) shall be 33mm and the pitch of the 6mm rod(cross members) shall be 100mm.The outer frame of grating of all sizes shall be 25x5mm FB. |
| 908 | Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 of I.S:1367 or higher grade at all height as per approved fabrication drawings of all types of Steel work in built up tubular i.e hot finished welded type tubes (round,square or rectangular hollow tubes etc) trusses etc. including welded and bolted with special shaped washers etc. including gusset plates, anchor plates,, including site and shop fasteners, riveting, bolting, welding at shop or work site at all heights etc. & including applying approved coats of primers and paint as per Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints ).Providing and applying Anticorrosive treatment to structural steel surface as per below specifications.a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.Payment will be on the basis of weight of structural steel provided.For other terms as per tender documents.: |
| 909 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 910 | BRICK WORK |
| 911 | All brick work shall be with minimum class designation 50 as per CPWD Specification unless otherwise mentioned. The rates are to include for work at any height / depth and for all necessary scaffolding, support arrangements etc. as required. |
| 912 | Providing and laying Brick work with bricks of class designation 50 Including Scaffolding : |
| 913 | Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 914 | Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructureABOVE PLINTH AND UP TO FLOOR V LEVEL |
| 915 | ALUMINIUM WORK |
| 916 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprenegasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately. |
| 917 | Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 918 | For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 919 | GLASS |
| 920 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architecturaldrawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item): |
| 921 | With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) |
| 922 | With toughened glass panes of 12.0 mm thickness |
| 923 | ACCESSORIES |
| 924 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 925 | Providing & fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868)transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 926 | 125 mm |
| 927 | Providing & fixing bright finished brass tower bolts(barrel type)with necessary screws etc. complete : |
| 928 | 200x10 mm |
| 929 | FINISHING |
| 930 | a) The prices are to include for work at any height / depth and for all necessary scaffolding etc. as required.b) The prices shall also include for making to form key for plaster and for all work in narrow width formed angles, chamfered external angles and for making good the faces. c) Plastering shall be measured in sq. meter area of the surface to be plastered, as per IS: 1200 (Part XII). The rate shall include erecting and removal of scaffolding all labour, all materials, equipment, plants, tools and all incidental expenses to complete plastering, pointing, rubbing out joints, cleaning, wetting, filling with cement mortar, troweling etc. and making of drip moulds, grooves, vattas, bands etc. including curing.d)The prices are to include the supply of cement at site by the contractor.e) Sand used for plastering shall be from approved sources. |
| 931 | i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 932 | iii) 20mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) on rough side of half or single brick wall |
| 933 | Providing Neat cement punning |
| 934 | FLOORS & BASES |
| 935 | Chequered precast cement concrete tiles 22 mm thick jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement |
| 936 | Providing groove of uniform size from 5x50mm in CC Pavement surface as per Site-In-Charge and finishing the groove with Polysulphide sealent complete as per specifications and direction of the Site- In-charge. |
| 937 | METAL SHEETING |
| 938 | Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. The colour shall be decided as per IOCL. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 939 | i) Profile Sheet for roofing and side cladding |
| 940 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 941 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 942 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 943 | Hi-rib Galvolume profile sheet for roofing or other vertical sheeting without Klippon |
| 944 | Providing and fixingof Galvalume Down take pipe made from 0.50mm thk sheet of size min 93mm x 134mm. The rates are inclusive of all the necessary clamps, gutter connections etc. required for the fixing the pipe. |
| 945 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty. |
| 946 | iv) 300 mm dia. R.C.C. pipe |
| 947 | v) 600 mm dia. R.C.C. pipe |
| 948 | vi) 900 mm dia. R.C.C. pipe |
| 949 | POLYSULFIDE FILLING IN JOINTSProviding and fixing 20mm thick polysulfide sealant ,over 12x38mm thickness of cap cell of supreme make in the expansion joints in the panels of road and other specified locations, including sand fill, edge preparation by machine cut, cleaning ,drying complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 950 | CAP CELL BOARD-25mm ThickProviding and laying cap cell of HD Supreme make board of or equivalent sealing in expansion joints at all locations, including sand fill, edge preparation,cleaning,drying complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 951 | MISCELLANEOUS |
| 952 | Providing , fixing /installation ,testingand commissioning of Retractable Platform with step tread width of 800mm, having configuration of Base tread + no. of steps upto (1+4), MOC: Aluminium as per enclosed specifications & drawing. The system to be supplied ,installed and tested as per data sheet including third party inspection as per QAP. |
| 953 | Providing , fixing /installation andtestingof Fall Arrestor System consisting of Shock absorber with tensioner,Wire rope 8 mm dia SS 316, Cable Extremity 8 mm dia SS 316 with extremity plates, Carriage Body or Traveller SS 316, Anti-static Full harness, Retractable block SS 316 for Loading/Unloading sheds/ gantries as per enclosed specification & drawings.The system to be supplied ,installed and tested as per data sheet including third party inspection as per QAP.Note: The MS structural members required for installation of Fall Arrestor system shall be paid under respective item of the price schedule. |
| 954 | Supplying, providing, fixingSelf contained Aluminum based 24” dia TURBO AIR VENTILATOR, with Throat size of 24”, Ventilator Dia:31”, Number of Fins: 42 or more with GI/ aluminium shaft, ball bearing with associated GI members Base made of FRP Hood with profile matching to roof sheet & with profile length of 6ft & as per the directions of Site Engineer |
| 955 | Supply, providing, fixing of Sky light panels made of minimum 2 mm thick corrugated Poly carbonate sheet to withstand over 235 lbs./in. of impact within a temperature range of - 40°F to 240°F,transmitting visible light - up to 91%, opaque to ultraviolet light at wavelengths below 385 nanometers to match the profile of roofing sheet & as per the directions of Site Engineer |
| 956 | Providing , fixing / installation and testing of Chain Pulley Block, Safe Working Load (SWL) 5000 Kgs. The system to be supplied ,installed and tested as per data sheet, Chain Pulley Block assembly shall be complete with all accessories including but not limited to the following• Complete Trolley Mechanism including geared trolley with hand chain wheel & wheel guides.• Hand operated hoist block with hand chain and load chain• Gears, load brakes and cover plate• Load block complete with sheaves and lifting hook• Ratchet and Pawl type load brakesThe materials for non-lubricated rubbing parts shall be of non-sparking type (non-ferrous). Note: The MS structural members required for installation of chain pulley block shall be paid under respective item of the price schedule. |
| 957 | DISTRIBUTION PANELS & DISTRIBUTION BOARD |
| 958 | Supply, Installation, testing & commissioning ofElectrical Panels suitable for 415 Volt,3phase, 4 wire 50Hz AC supply system fabricated in compartmentlized from CRCA sheet steel not less than 2mm thick duly treated with 7 tanks process, powder coated with approved shade and oven dried . The complete panel will have a short circuit rating, IP 42 rating. It will have a suitable MS base channel powder coated. The panel will be fabricated in transportable sections. The panel shall have a common copper/aluminium earth bar at the rear with 2 Nos. earth studs. The LT panel will have suitable arrangement for bus-ducting/ cable termination into various incoming/outgoing switchgear as required. Cable termination will be at suitable terminal block at top/bottom of the panel and from the terminal block to switch, connection will be made with solid insulated strip/XLPE insulated copper conductor cable of required current rating as required as per SLD. Spares for these LT Panels shall included, based on technical specification. |
| 959 | Supply, installation, testing, commissioning ofCONSTRUCTION POWER DB : 415V, 50 KA single front, wall/ floor mounted,indoor type, to receive input power, consisting ofall accessories, mandatory spares, erection & commissioning spare and recommended spares for 2 years operation and maintenance,complete in all respects as specified in technical specification, data sheet & SLD.Al Bus, I/C:400A 4P MCCB, O/G: Type and Nos of feeder as per attached SLD including CT operated energy meter, CT 100/5A for each O/G feeder. |
| 960 | Supply, Installation, fabrication, testing and commissioning of wall mounted METERING BOX with 400A MCCB , 400/5A CT with CT operated energy meter as per SLD. |
| 961 | CABLE SUPPLY, LAYING & TERMINATIONS : |
| 962 | Supply, laying, termination, testing and commissioning, restoration of 1.1kV grade, XLPE insulated, armoured, for power cable, control cable and signal cable, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and tender specification) along with nickel plated lugs,double compressed brass cable glands(FLP gland as per requirement) & termination as per cable schedule(will be provided detail engineering) of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing etc. and completeness with all aspect. |
| 963 | 3.5C X 240A2XFY |
| 964 | 5Cx 4 mm2 2XWY |
| 965 | Providing earthing with 100 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per IOCL standard Drwng.etc. all complete as per specif. & direction of Engineer-In-charge |
| 966 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 967 | 32 x 6 mm G.I.strip |
| 968 | 50 x 6 mm G.I. Strip |
| 969 | Supply and Installation of New Portacabin(s) with a total carpet area of 300 sqft, height min 8ft to develop a temporary IOCL/EPCM Site office fully fitted with good quality doors and windows for natural lighting, vinyl flooring, false ceiling, window blinds,with facility of fitting new split AC’s,fan, exhaust, adequate LED lights fixtures, power sockets, writing desks/cubicles with lockable drawers, reputed make minimum ten(10) rolling office chairs. The office should be connected with utilities like water, power and sewerage. The office plan should include Office seating, conference room, pantry/ dining space etc. as per layout approved by IOCL. |
| 970 | Notes: 1) The CONTRACTOR to prepare layout and provide all other details and get approval from the IOCL/ PMC Engineer for the site office establishment. 2) Provision of 2 no. earth pits for each portacabin.3)The same shall be property of IOCL after completion of works4) Construction of necessary civil support of min. height 600mm above NGL is included 5) One time provision of PCC 1:3:6 of thickness 100mm, approx. 10 ft all around the facility to prevent outgrowth of vegetation is inclusive. |
| 971 | Supply and Installation of Portatoilet 100 sqft of area with 2 no. Water Closet, 2 Urinal, 1 Bathroom, 2 Washbasin with all plumbing connection complete, 1000 litre water tank,lightings, exhaust, Flooring with tiles etc.Notes : 1)The CONTRACTOR to prepare layout and provide all other details and get approval from the OWNER/ PMC Engineer for the site office establishment. 2) The same shall be property of IOCL after completion of works3) Construction of necessary civil support of min. height 600mm above NGL is included 4) Providing ready to use Septic tank & soak pit for 15 users shall be part of the rate to be quoted. 6) One time provision of PCC 1:3:6 of thickness 100mm, approx. 10 ft all around the facility to prevent outgrowth of vegetation is inclusive |
| 972 | PART IV A- Dismantling items will be the property of the contractor and includes removal from site, clearing of site etc. |
| 973 | Demolishingcement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 974 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 975 | ii) 1:4:8 or leaner mix (i/c equivalent design mix) |
| 976 | Demolishing R.C.C. workmanually/ by mechanicalmeans including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 977 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 978 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 979 | Demolishing stonemasonry manually/ by mechanicalmeans including stacking serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge: |
| 980 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,architrave, holdfasts etc. complete and stacking within premises |
| 981 | i) Of area 3 sq. metres and below |
| 982 | ii) Of area beyond 3 sq. metres |
| 983 | Dismantling Steel work in single sections including dismembering and stacking within premises |
| 984 | i) R.S Joists |
| 985 | ii) Channels, angles, tees and flats etc |
| 986 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 987 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of: |
| 988 | i) G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels |
| 989 | ii) Asbestos Cement sheet |
| 990 | Dismantlingaluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material within premises lead as directed by Engineer-in-charge. |
| 991 | Demolishing C.C./R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof1000 m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars. |
| 992 | DISMANTLING Dismantling of following electrical fittings / fixtures with all leads and lifts. |
| 993 | i) Electrical cables of all sizes from under / above ground position |
| 994 | ii) DPS board all types with/ without stand |
| 995 | iii) 5 to 15A switches/MCBs/plugs |
| 996 | iv) 32/63/100A DP/TPN switches/ MCCBs /MCBs |
| 997 | v) Flourescent tube light fittings of all sizes |
| 998 | vi) Starters (all types ) of power pumps |
| 999 | vii) Power pump up to 5 HP |
| 1000 | viii) Power pump above 5 HP up to25 HP HP |
| 1001 | Dismantling of light poles |
| 1002 | PART IV B- Dismantling items will be the property of the IOCL. |
| 1003 | RAZING OF OLD FIRE WATER TANK-2NOS ; DIA-14Mtrs; HT-10 Mtrs; Dismantling of MS plates in bottom, shell & roof of CRVT tanks either partly or in full as directed, by gas/hacksaw cutting or nano cut technology/any other suitable technique from the existing weld seams & removing the MS plates from the tank by mechanical means, with utmost precaution, stacked properly and storing at place indicated by site engineer anywhere in IOC premises, complete, irespective of lead and lift as directed. Note: 1. The rate includes the cost of labour, gases, hydraulic jacks sufficient to take the load, providing necessary temporary supports, safe walk ladder, safety precautions etc., all necessary equipments, all necessary structures, clamps, suitable non-combustible material wedges, etc. complete to the satisfaction of site-in-charge.The no. of jacks required and the load calculation shall be submitted by the Vendor for approval from IOCL/EPCM before commencement of work. 2. The rate is inclusive of any steel scaffolding required for the work shall also be provided at site for the subject work.3. Contractor has to submit the dismantling methodology clearly stating the techniques to be involved, prior to commencement of work and has to get it approved from IOCL/EPCM.4. Party to submit the Standard Operating Practice (SOP) for each tank for approval before commencement of work. All safety precautions including necessary equipments like explosive meter, personal protection equipments for all workers, etc shall be used for execution of the work as per the instruction from the site engineer/safety officer/EPCM. 5. Dismantled Steel Plates material & valves shall be segregated, numbered and stacked properlywithin the location as per the direction of site engineer/Location in charge and will be property of IOCL. The dismantled structures/appurtenances will be property of Contractor.The partyto arrange for cranes/hydra required for lowering/ shifting of the above dismantled scrap.6. The measurement for payment shall be done on the weight basis in as is where is basis after dismantling. Plan areaandaverage thickness of roof plates/Shell Plates/Bottom Plates will be considered for calculating the qty of dismantled plates. Weight of appurtenances will not be considered seperately, which shall be property of Contractor and no extra payment for the same will be made.7. The Tanks shall be empties out and handed over to the Party in gas free condition by IOCL. |
| 1004 | Dismantling & stacking of CI/GI/MS/SS pipe (of any specification) anywhere inside of IOC location |
| 1005 | 450 mm dia Pipe |
| 1006 | 350 mm dia Pipe |
| 1007 | 300 mm dia Pipe |
| 1008 | 250 mm dia pipe |
| 1009 | 200 mm dia pipe |
| 1010 | 150 mm dia pipe |
| 1011 | 100 mm dia pipe |
| 1012 | 80 mm dia pipe |
| 1013 | Dismantling ofROSOV / DBBV / MOV / GOGV / PLUGVALVE / CS GATE VALVE /QUARTER TURN VALVE / BALL VALVE/ Butterfly valves of the following sizes on the pipeline including removal of electrical connection, lifting the pump manually or hydra as required and shifting, stacking at the designated place within the location as guided by EIC/ Location’s officer. |
| 1014 | 300 mm dia Pipe |
| 1015 | 250 mm dia pipe |
| 1016 | 200 mm dia pipe |
| 1017 | 150 mm dia pipe |
| 1018 | 100 mm dia pipe |
| 1019 | 80 mm dia pipe |
| 1020 | Dismantling of Centrifugal type product pump . Job involve opening of all foundation bolts, inlet and outlet flange joints, Electrical connection, lifting the pump manually or hydra as required and shifting, stacking at the designated place within the location as guided by EIC/ Location’s officer. Separate payment will be given for dismantling of RCC/PCC if any. |
| 1021 | Upto 300 KL/Hr (5000 LPM) |
| 1022 | Above 300 KL/HR (5000 LPM) |
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