Indian Oil Corporation Limited-IOCL has published Tender For Mechanical Works For Adding Four Nos. Ms Loading Points Along With Ethanol Blending, Xtra-Premium In Tlf Gantry No.-2 At Jharsuguda Terminal. Submission Date for this Tender is 18-11-2023. Mechanical engineering Service Tenders in jharsuguda Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | MATERIAL SUPPLY |
| 2 | MS PIPE, API 5L Gr B, SCH-40 |
| 3 | MS Pipeline : 150 mm Dia |
| 4 | MS PIPE: IS-1239 Gr.C Heavy Duty |
| 5 | MS Pipeline : 100 mm Dia |
| 6 | MS Pipeline : 80 mm Dia |
| 7 | MS Pipeline : 50 mm Dia |
| 8 | MS Pipeline : 40 mm Dia |
| 9 | 25 mm dia ASTM A106 Gr B Schedule 80 pipe |
| 10 | Supply (Class-150) CS Ball Valve for product and fire hydrant lines: Ball Vlv LP RBISO 17292CL150RF Two piece Fltg. BallLever OperatorA 216 Gr. WCB13 Cr. Trim RTFE Seat and Seals125 - 250 Ra Finish Fire safe Per API 607 API 598 Antistatic and Blowout proof |
| 11 | 100 mm dia |
| 12 | 80 mm dia |
| 13 | 50 mm dia |
| 14 | 40 mm dia |
| 15 | 25 mm dia & (Class- 800) |
| 16 | Supply (Class-800) CS Gate Valve for pressure relief lines as per enclosed specification: Gate Vlv API 602 CL800 SWE Bltd Bonnet Handwheel Operator A105 Trim 8 to API 600 602 (13% Cr Hard faced Seat) OS&Y Graphite Gland Packing API 598 Solid Wedge |
| 17 | 25 mm dia |
| 18 | Supply of Thermal Relief Valves as per specifications Inlet 20 mm X Outlet 25 mm |
| 19 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. 90 Deg LR elbow (1.5D) |
| 20 | 500 mm dia |
| 21 | 350 mm dia |
| 22 | 300 mm dia |
| 23 | 250 mm dia |
| 24 | 200 mm dia |
| 25 | 150 mm dia |
| 26 | 100 mm dia |
| 27 | 80 mm dia |
| 28 | 50 mm dia |
| 29 | 40 mm dia |
| 30 | 25 mm dia |
| 31 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. 45 Deg LR elbow (1.5D) |
| 32 | 500 mm dia |
| 33 | 350 mm dia |
| 34 | 250 mm dia |
| 35 | 200 mm dia |
| 36 | 150 mm dia |
| 37 | 100 mm dia |
| 38 | 80 mm dia |
| 39 | 50 mm dia |
| 40 | 40 mm dia |
| 41 | 25 mm dia |
| 42 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. Un Equal Tee |
| 43 | 500 x 500 x 250 mm |
| 44 | 500 x 500 x 150 mm |
| 45 | 350 x 350 x 250 mm |
| 46 | 350 x 350 x 150 mm |
| 47 | 350 x 350 x 100 mm |
| 48 | 250 x 250 x 150 mm |
| 49 | 250 x 250 x 100 mm |
| 50 | 200 x 200 x 100 mm |
| 51 | 200 x 200 x 80 mm |
| 52 | 150 x 150 x 100 mm |
| 53 | 150 x 150 x 80 mm |
| 54 | 150 x 150 x 50 mm |
| 55 | 100 x 100 x 80 mm |
| 56 | 100 x 100 x 50 mm |
| 57 | 80 x 80 x 50 mm |
| 58 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. Equal Tee |
| 59 | 500 mm dia |
| 60 | 350 mm dia |
| 61 | 300 mm dia |
| 62 | 250 mm dia |
| 63 | 200 mm dia |
| 64 | 150 mm dia |
| 65 | 100 mm dia |
| 66 | 80 mm dia |
| 67 | Supply of following Slip On flanges (SORF) conforming to IS-2062 A Class 150 |
| 68 | 500 mm dia |
| 69 | Supply of following Weld neck type- WNRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 |
| 70 | 350 mm dia |
| 71 | 300 mm dia |
| 72 | 250 mm dia |
| 73 | 200 mm dia |
| 74 | 150 mm dia |
| 75 | 100 mm dia |
| 76 | 80 mm dia |
| 77 | 50 mm dia |
| 78 | 40 mm dia |
| 79 | 25 mm dia |
| 80 | Supply of following BLRF flanges conforming to IS 2062 A Class-150 |
| 81 | 500 mm dia |
| 82 | Supply of following BLRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 |
| 83 | 350 mm dia |
| 84 | 300 mm dia |
| 85 | 250 mm dia |
| 86 | 200 mm dia |
| 87 | 150 mm dia |
| 88 | 100 mm dia |
| 89 | 80 mm dia |
| 90 | 50 mm dia |
| 91 | 40 mm dia |
| 92 | 25 mm dia |
| 93 | MECHANICAL INSTALLATION |
| 94 | Submission of detailed Design, fabrication drawings for the work and work completion schedule including Bar Charts etc. Item includes submission of as built drawings in 3 Sets of hard copy during execution and after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached directional drawings given in the tender & as directed by Engg.-in-charge. |
| 95 | Design & preparation of drawings for structural supports for pipeline in TLF, pipe bridge, product pipelines, P&IDs, Isometric drawings, pedestal & all allied drawings related to the work as directed by Engg.-in-charge. Vendor shall submit 3 sets of As built drawings in hardcopy after work completion. |
| 96 | Bidder shall keep following calibrated equipments at site with valid calibration certificates. 1) SSPC VIS-1 2) Digital Dew point meter 3) Digital Profile Gauge 4) Digital Elcometer (DFT thickness meter) 5) WFT Gauge 6) Digital Humidity meter. These equipments shall be maintained & calibrated by the bidder in good condition at site during the entire period of work execution. These equipments shall be handed over to IOCL after project completion in good condition. |
| 97 | Supply of Non-sparking tools (SET - 1) as per enclosed list. The vendor shall submit the tool set in good condition to IOCL after completion of the work. The tool kit to be supplied immediately after placement of order and before commencement of hot work at site. |
| 98 | Supply of Non-sparking tools (SET - 2) as per enclosed list. The vendor shall submit the tool set in good condition to IOCL after completion of the work. The tool kit to be supplied immediately after placement of order and before commencement of hot work at site. |
| 99 | Supply of Non-sparking Sledge Hammer 2000g. The vendor shall submit the tool set in good condition to IOCL after completion of the work. The tool kit to be supplied immediately after placement of order and before commencement of hot work at site. |
| 100 | Supply of Non-sparking Sledge Hammer 1000g. The vendor shall submit the tool set in good condition to IOCL after completion of the work. The tool kit to be supplied immediately after placement of order and before commencement of hot work at site. |
| 101 | PIPELINE WORKS LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-A Laying and welding (3 runs min.) above ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost withall leads and lifts) of the following sizes as described below, including cutting beveling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydro testing the pipelines at 10.5 KSC for a minimum period of 4 Hrs. |
| 102 | The job includes dye penetration (DP) testing of pipeline joints as per approved QAP. Above ground pipeline to be laid on concrete pedestals (which isto be constructed as per the respective item of this schedule)/ piperacks/ TLF shed/ pump house and manifolds and painting the pipeline as per the specifications enclosed including the colour coding as per IOC specifications. Welding of pipeline should conformto Radiography quality. 10% of the joints shall be radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site. |
| 103 | Note: a.Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor"s cost. b. The rates quoted also to include painting & colour coding of pipelines as per the enclosed standards. |
| 104 | 500 mm dia |
| 105 | 350 mm dia |
| 106 | 300 mm dia |
| 107 | 250 mm dia |
| 108 | 200 mm dia |
| 109 | 150 mm dia |
| 110 | 100 mm dia |
| 111 | 80 mm dia |
| 112 | 50 mm dia |
| 113 | 40 mm dia |
| 114 | 25 mm dia |
| 115 | LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B Laying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost withall leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. |
| 116 | The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Underground pipelines to be laid at a depth as per site condition/ laying throughhume pipes/ culverts & painting the same as detailed in the enclosed specifications. Welding of pipeline should be to Radiography quality. 10% of the joints shall be radiographed and the cost of the same will be paid separately as per respective item etc. and as directed at site. |
| 117 | Note: a. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor"s cost. b. Civil works for laying of UG pipeline laying will be paid separately. c. Job includes painting & colour coding as per enclosed painting scheme. |
| 118 | 500 mm dia |
| 119 | 350 mm dia |
| 120 | 300 mm dia |
| 121 | 250 mm dia |
| 122 | 200 mm dia |
| 123 | 150 mm dia |
| 124 | 100 mm dia |
| 125 | 80 mm dia |
| 126 | 50 mm dia |
| 127 | 40 mm dia |
| 128 | 25 mm dia |
| 129 | Radiography inspection onproduct pipe joints of all types and thickness including providing all necessary equipment required to perform the work as per our specification and direction of engineer-in-charge. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency. Note: Retaking of radiography due to defective welds/ defective films/ defective workmanship etc. will be to contractor"s cost. For every failure, radiography has to be done for three additional joints of same dia. at contractor"s cost. |
| 130 | 500 mm dia |
| 131 | 350 mm dia |
| 132 | 300 mm dia |
| 133 | 250 mm dia |
| 134 | 200 mm dia |
| 135 | 150 mm dia |
| 136 | 100 mm dia |
| 137 | 80 mm dia |
| 138 | 50 mm dia |
| 139 | Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from supplied MS pipes and welding of the same on pipelines under pedestals with minimum 3 run of welding complete as per specifications, drawings and directions of Engineer in charge. Preparation of drawing of saddle support is included in the scope of the vendor. |
| 140 | 500 mm dia |
| 141 | 350 mm dia |
| 142 | 300 mm dia |
| 143 | 250 mm dia |
| 144 | 200 mm dia |
| 145 | 150 mm dia |
| 146 | 100 mm dia |
| 147 | 80 mm dia |
| 148 | 50 mm dia |
| 149 | 40 mm dia |
| 150 | Welding of the supplied CS WNRF flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. |
| 151 | 500 mm dia |
| 152 | 350 mm dia |
| 153 | 300 mm dia |
| 154 | 250 mm dia |
| 155 | 200 mm dia |
| 156 | 150 mm dia |
| 157 | 100 mm dia |
| 158 | 80 mm dia |
| 159 | 50 mm dia |
| 160 | 40 mm dia |
| 161 | 25 mm dia |
| 162 | Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers, studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk. |
| 163 | 500 mm dia |
| 164 | 350 mm dia |
| 165 | 300 mm dia |
| 166 | 250 mm dia |
| 167 | 200 mm dia |
| 168 | 150 mm dia |
| 169 | 100 mm dia |
| 170 | 80 mm dia |
| 171 | 50 mm dia |
| 172 | 40 mm dia |
| 173 | 25 mm dia |
| 174 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUGVALVE / CS GATE VALVE /QUARTER TURN VALVE / BALL VALVE/ STRAINER/ NRV of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. Note: The rate quoted for the above items should include: a. mechanical cleaning/greasing of the valves after erection. b. Painting and colour coding of valves as per enclosed painting scheme. c. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk. |
| 175 | 500 mm dia |
| 176 | 350 mm dia |
| 177 | 300 mm dia |
| 178 | 250 mm dia |
| 179 | 200 mm dia |
| 180 | 150 mm dia |
| 181 | 100 mm dia |
| 182 | 80 mm dia |
| 183 | 50 mm dia |
| 184 | 25 mm dia |
| 185 | Dismantling & stacking of CI/GI/MS/SS pipe (of any specification) anywhere inside of IOC location |
| 186 | 500 mm dia pipe |
| 187 | 350 mm dia pipe |
| 188 | 300 mm dia pipe |
| 189 | 250 mm dia pipe |
| 190 | 200 mm dia pipe |
| 191 | 150 mm dia pipe |
| 192 | 100 mm dia pipe |
| 193 | 80 mm dia pipe |
| 194 | 50 mm dia pipe |
| 195 | 40 mm dia pipe |
| 196 | 25 mm dia pipe |
| 197 | Dismantling ofROSOV / DBBV / MOV / GOGV / PLUGVALVE / CS GATE VALVE /QUARTER TURN VALVE / BALL VALVE/ Butterfly valves/AIR ELIMINATOR/LOADING ARM/LOADING HOSE ETCof the following sizes on the pipeline including stacking the same inside premises. |
| 198 | 500 mm dia |
| 199 | 350 mm dia |
| 200 | 250 mm dia |
| 201 | 200 mm dia |
| 202 | 150 mm dia |
| 203 | 100 mm dia |
| 204 | 80 mm dia |
| 205 | 50 mm dia |
| 206 | 40 mm dia |
| 207 | 25 mm dia |
| 208 | Repair of defective weld joints by grinding/gougingto required depth and rewelding by qualified welder to required length.After the root run repair the weld joint will be subjected to Dye Penetration test. Cost of Dye penetration test will be paid separately. In case after repair, the weld joint is again found defective, rectification & testing will be done free of cost. |
| 209 | Submission of radiographs to Third Party Inspection Agency(PDIL/BVIS/DNV/TUV) and getting evaluation report duly certified by qualified inspector(ASNT Level II) |
| 210 | Supplying, providing of safe tubular double stage (box type) scaffolding outside the tank as per specification & satisfaction of location in charge. After use, the same shall be dismantled and taken away by the contractor. Payments shall be made for actual area of scaffolding provided based on requirement. Area of scaffolding will be measured on the basis of actual height of scaffolding provided multiplied by actual average length of scaffolding provided. |
| 211 | Arrangement of stability certificate of the scaffolding through competent agency as directed by Engg-in-charge. |
| 212 | 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. |
| 213 | Supply of sweet water for floatation testing/hydrotesting of pipelines. Payment will be made for total quantity of water mathematically or arithmatically calculated, as per size of pipeline. |
| 214 | Cleaning of pipeline after hydrotest, boxing up after completion of all works & inspection, including supplying and fixing gasket along with existing bolts & nuts confirming to IS 1363 & 1367 and washers of approved quality if required. Inside of the pipelines shall be cleaned by card board blasting (minimum 4 times per pipeline till the satisfaction of site incharge). Compressor required for the card board blasting shall be arranged by contractor. This rate is universally applicable for all pipe sizes & approx. length ofpipelines is 500 m which may vary as per site condition. |
| 215 | CIVIL |
| 216 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 217 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. |
| 218 | i) All kinds of Soil |
| 219 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 220 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 221 | i) Local Fine Sand within grading zone IV |
| 222 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 223 | 1:2:4 (1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 224 | 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 225 | 1:4:8 (1 Cement :4 Coarse Sand :8 Graded stone aggregate of 20mm) |
| 226 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 227 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 228 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 229 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 230 | Providing & Laying Reinforcedcementconcreteworkinwalls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 231 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 232 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 233 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 234 | STRUCTURAL STEEL AND GRATING: Supplying, transporting, fabricating in factory, Electroforgedrectangular gratings as per layout drawings with plain bearing bar and Cross Bars duly press locked into bearing bar by electrofusion. Gratings shall be duly hot dip galvanized after fabrication given in the detailed specification with minimum thickness of galvanisingof average 85 microns all through the sectional area, & erecting in position and fixing in position mild steel Gratingwelded/ bolted/placedwith adequate clamps wherevever applicable in floors, platforms, staircase steps, trench covers, landings etc. including cutting for openings wherever required as specified and directed at all floors at all levels etc. complete. The grating shall confirm to the typical section details of grating as shown in drawing . This works includessetting in position in Footpath/ Gutter/Drains/Floors to the required level and line over a bed of 20mm Average thick cement mortar (1:3). NOTE: The Grating shall be factory made, i.e. fabricated & Hot dip Gavanised in shop & transported to site for erection.. |
| 235 | Painting with aluminium paint of approved brand and manufacture to give an even shade with 2 or more coats |
| 236 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure below plinth level: |
| 237 | i) 1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 238 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in: |
| 239 | i) 1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 240 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 241 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 242 | DemolishingPCC/RCC manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 243 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 244 | 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 |
| 245 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 246 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm: |
| 247 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 248 | Dismantling Steel work in single sections including dismembering and stacking within premises |
| 249 | ii) Channels, angles, tees and flats etc |
| 250 | 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 applying a priming coat of approved steel primer all including cutting, complete |
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