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| 1 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE- ALaying and welding (3 runs minm.) Above 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 with all 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 successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2 for a minimum period of 4 Hrs.The job includes Dye Penetration (DP) testing of pipeline joints as per approved QAP. Above ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ pipe racks/ 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 conform 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.Note:a. Any repairs to the defective welding shall be made good at no extra cost to IOCL. Re-radiography of repaired joint shall also be at contractor's cost.b. The rates quoted also to include Painting and colour coding of pipelines as per the standards.c. Painting Scheme : Application for External painting shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.1. Surface Preparation : as per Sa 2½2. Primer : P1- Inorganic Zinc Ethyl Silicate - Single Coat, DFT 65-75µ3. Intermediate Coat : U1- Polyamide cured HB Epoxy MIO - 2 Coats , DFT 200-250µ (2 coats of 100-125µ)4. Finish Coat : F1- Two Pack Aliphatic Acrylic Poly-Urethane (PU) - 2 Coats, DFT 50- 60µ (2 coats of 25-30µ).Total Min DFT 315µ |
| 2 | LAYING & WELDING 350 mm dia pipe |
| 3 | LAYING & WELDING 250 mm dia pipe |
| 4 | LAYING & WELDING 200 mm dia pipe |
| 5 | LAYING & WELDING 100 mm dia pipe |
| 6 | 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 flanged joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs wherever required. |
| 7 | 350 mm dia |
| 8 | 250 mm dia |
| 9 | 200 mm dia |
| 10 | 150 mm dia |
| 11 | 100 mm dia |
| 12 | Welding of the supplied CS WNRF Flanges on the pipelines with 1 run weld inside and two runs weld outside, etc complete and as per specifications enclosed. BW, WNRF Flange SCH-40 require minimum 3 runs, which is equivalent to 3 runs FW, for SORF Flange. In addition, root weld is to be grinded to sound metal |
| 13 | 350 mm dia |
| 14 | 250 mm dia |
| 15 | 200 mm dia |
| 16 | 150 mm dia |
| 17 | 100 mm dia |
| 18 | Supply (Class-150) CS Non Return Valves (NRV - swing check / lift ) for product and fire hydrant lines as per enclosed specification : Chk Valve Dual Plate API 594 A 216 Gr. WCB CL150 RFTBE Wafer Type between Flanges Trim 1 to API 594 602 (13% Cr)AISI 410 Pin Inconel X 750 Sprng 125 - 250 Ra Finish API 598. |
| 19 | 250 mm dia |
| 20 | Supply of following Blind Raised Face Flanges (BLRF) conforming to ASTM A- 105Class 150; ANSI B 16.5 |
| 21 | 350 mm dia |
| 22 | PIPE FITTINGS : Supplying the following sizes of Elbows 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 STD or as required based on connecting pipeline thickness as per ASME B 16.5.Generally pipelines 16\\" and above- thickness is 7.14 mm, Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm,Pipelines 4\\" and below 4.78 mm. 90 Deg LR ELBOW (1.5D) |
| 23 | 90 DEG LR ELBOW 250 mm dia |
| 24 | 90 DEG LR ELBOW 200 mm dia |
| 25 | 90 DEG LR ELBOW 150 mm dia |
| 26 | 90 DEG LR ELBOW 100 mm dia |
| 27 | 90 DEG LR ELBOW 50 mm dia |
| 28 | PIPE FITTINGS : Supplying the following sizes of Tees 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 STD or as required based on connecting pipeline thickness as per ASME B 16.5.Generally pipelines 16\\" and above- thickness is 7.14 mm, Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm,Pipelines 4\\" and below 4.78 mm.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 |
| 29 | EQUAL TEE 200 mm dia |
| 30 | EQUAL TEE 250 mm dia |
| 31 | PIPE FITTINGS : Supplying the following sizes of Tees 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 STD or as required based on connecting pipeline thickness as per ASME B 16.5.Generally pipelines 16\\" and above- thickness is 7.14 mm Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm,Pipelines 4\\" and below 4.78 mm.Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.UNEQUAL TEE |
| 32 | UNEQUAL TEE 350 X 250 X 350 mm dia |
| 33 | UNEQUAL TEE 350 X 200 X 350 mm dia |
| 34 | UNEQUAL TEE 250 X 80 X 250 mm dia |
| 35 | UNEQUAL TEE 250 x 250 x 200 mm dia |
| 36 | UNEQUAL TEE 250 x 250 x 150 mm dia |
| 37 | Dismantling & Stacking of CI/GI/MS/SS Pipe (of any specification) anywhere inside of IOC location of suitable length as guided by Site engineer/EIC.For long pipes where flange joint is not available, based on the nature of product cold cutting may be advised as per site requirement. |
| 38 | \\"Dismantling & Stacking of CI/GI/MS/SSPipe 350 mm dia pipe |
| 39 | \\"Dismantling & Stacking of CI/GI/MS/SSPipe 250 mm dia pipe |
| 40 | \\"Dismantling & Stacking of CI/GI/MS/SSPipe 100 mm dia pipe |
| 41 | \\"Dismantling & Stacking of CI/GI/MS/SSPipe 80 mm dia pipe |
| 42 | DISMANTLING of ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE /QUARTER TURN VALVE / BALL VALVE/ Butterfly valves etc. of the following sizes on the pipeline including shifting/stacking the same inside premises. |
| 43 | DISMANTLING of CS GATE VALVE /BALL VALVE/Butterfly valves etc. 100 mm dia |
| 44 | Structural Steel Works:Supplying, transporting, fabricating, erecting Structural Steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes, etc for various structural elements as required .Preparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL.Item also includes painting of structural surface as per the following painting scheme:i. Surface preparation: St-2/St-3ii. Primer: P4- Self Priming HB Epoxy Primer - One Coat, DFT 100-125µiii. Intermediate Coat: U1- Polyamide cured HB Epoxy mastic coating - One Coat, DFT 100-125µiv. Finish Paint: F1- Two Pack Acrylic Polyerethane (PU) - two Coats, DFT 50-60µ (2 coats of 25-30µ).Total min DFT 250µThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles, etc. complete.The make of Structural Steel / tubular steel shall be of SAIL/ Tata/ RINL/ Jindal or equivalent as approved by EIC. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge. |
| 45 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 46 | 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. |
| 47 | i) Local Fine Sand within grading zone IV |
| 48 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 49 | Providing & laying cement concrete (PCC ) v) PCC 1:3:6 |
| 50 | Providing & Laying Reinforced cement concrete work in walls (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 : |
| 51 | Providing & Laying Reinforced CementConcrete ( RCC ) work in walls (Anythickness) i) RCC 1:1:2 |
| 52 | Supply of Reinforcement Steel for R.C.C. including straightening, cutting, bending, placing in position & binding, etc all complete at all levels |
| 53 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 54 | Providing and laying Brick Work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in Foundation & Plinth |
| 55 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 56 | Demolishing cement concrete (PCC) manually / by mechanical means including disposal of material outside premises at unobjectionable and as per direction ofEngineer - in - charge. |
| 57 | i) 1:3:6 or richer mix |
| 58 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& asper direction of Engineer-in-charge. |
| 59 | Demolishing Brick Work manually / mechanical means including stacking of serviceable material & disposal of unserviceable material outside site atunobjectionable place & as/direction of Engineer-in-charge. |
| 60 | Fire screen :Providing and laying in position approved quality profiled, pre-coated coloured galvanized steel sheets of minimum 0.45mm thickness (TCT) in barricading, including cost of all materials, delivery to site, cutting, metering, lapping, providing cut-outs for fixing accessories and necessary approved quality corrosion proof fasteners with neoprene capping and washers ridges, valleys, gutters, gutters of required shape, apron pieces, flashing etc. all complete and with all accessories required for the cladding works including necessary structural scaffolding for erection jobs as specified and directed.NOTE: (1) Contractor shall take back the cladding sheets (used in barricading structure) after completion of the job and on the instructions of Engineer-in-Charge. (Cost of dismantling and Carriage till contractor's store (outside the IOCL premises) is included in this item and no extra payment shall be paid to the contractor on this account). (2) Payment against the job on SQM basis shall be made to the Contractor while erection of the cladding sheets(3) The cladding sheets shall be dismantled and taken outside the premises by the Contractor within 30 days of instructions from E-i-C.(4) In case the Contractor fails to dismantle and shift the cladding material outside the IOCL premises within 30 days of clear instructions from E-i-C, the Owner shall be free to get the same dismantled and shift to Owner's scrap yard using Owner's resources and in such case the dismantled items shall not be returned to the Contractor and the ownership of the same shall be fully vested with the Owner |
| 61 | 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 |
| 62 | Supply of following Weld Neck type Flanges conforming to ASTM A- 105 Class 150;ANSI B 16.9 |
| 63 | 50 NB |
| 64 | 100 NB |
| 65 | 150 NB |
| 66 | 200 NB |
| 67 | 250 NB |
| 68 | 350 NB |
| 69 | Supply of saddle plate of 350mm dia pipe |
| 70 | Supply of saddle plate of 250mm dia pipe |
| 71 | Supply of saddle plate of 200mm dia pipe |
| 72 | Fixing & Installation of the supplied CS GATE VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thick SW SS gaskets, studs, nuts, bolts, washers, 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. supplying and painting the valves / fittings, etc. with two coats of P3 (Red Oxide Zinc Phosphate Primer) and two coats of F4 (Synthetic Enamel Finish Paint) of approved colour and shade as per colour coding specifications for fittings on product pipelines / fire hydrant lines. c. Fittings on Ethanol service shall be provided with PTFE gaskets 3mm thk. d. Both the flanged joints shall also include providing and fixing multistrand copper strip / flat for bonding of product pipelines wherever required. |
| 73 | 250 mm dia |
| 74 | 200 mm dia |
| 75 | 150 mm dia |
| 76 | 100 mm dia |
| 77 | Supply of Cast Carbon Steel ASTM - A 216, Gr. WCB Double Flanged Gate Valve as per BS : 1414; API-600, Class # 150, with stainless steel rising spindle & internal working parts, flange drilled as per ANSI B 16.5 Cl # 150, raised face and hand wheel including making flanged joints at both ends with SW SS gaskets, supply & fixing of nuts, bolts, etc. all complete in all respect as per the direction of engineer-in- charge. |
| 78 | 250 mm dia |
| 79 | 200 mm dia |
| 80 | 150 mm dia |
| 81 | Supply of Sch 40, B 36.10, ASTM A106 Gr B Seamless |
| 82 | 200 mm dia |
| 83 | 250 mm dia |
| 84 | 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. 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. |
| 85 | i) Profile Sheet for roofing |
| 86 | Supply laying,testing commissioning of XLPE insulated PVC sheathed aluminium conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge including termination with lugs,glands of proper sizes. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc.glands a) 3.5 Core x 150 sq. mm aluminium Cable FRLS |
| 87 | Supply & laying of XLPE insulated PVC sheathed aluminium conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 88 | 3.5 Core x 95 sq. mm Aluminium Cable FRLS |
| 89 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 90 | 3.5 Core x 150 sq. mm |
| 91 | 3.5 Core x 95 sq. mm |
| 92 | Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil |
| 93 | 150mm x 25mm x 2mm |
| 94 | Supplying and Installation of Star Delta Starter Electrical Panels for 2 Nos 100 HP Pump Motor at LBP Kolkata as per technical specifications |
| 95 | Installation,Testing and Commissioning of 2 Nos of 100 HP Pump Motors at LBP Kolkata |
| 96 | Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 97 | 50 x 6 mm G.I. Strip Please Enable Macros to View BoQ information |
