Indian Oil Corporation Limited-IOCL has published Odso Engg Fabrication And Erection Of 1X6000 Kl Mild Steel Vertical Internal Floating Cone Roof Tank Including Foundation , Piping And Allied Works In Pol Depot At Balasore Under Orissa State Office. Submission Date for this Tender is 08-08-2020. Foundation Work Tenders in Balasore Depot at Somnathpur Industrial Estate Odisha. Bidders can get complete Tender details and download the document.
| NAME OF WORK: FABRICATION AND ERECTION OF 1X6000 KL MILD STEEL VERTICAL INTERNAL FLOATING CONE ROOF TANK INCLUDING FOUNDATION, PIPING AND ALLIED WORKS IN POL DEPOT AT BALASORE UNDER ORISSA STATE OFFICE. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Tankage | item code 1 | ||
| 2 | 2 | PART-A -RCC RING WALL FOUNDATION FOR TANKS | item code 2 | ||
| 3 | 3 | EARTH WORK | item code 3 | ||
| 4 | 4 | a) The prices for all excavations are to include for removing and clearing away all shrubs, bushes, roots etc.\nb) The prices are also to include for all leveling and ramming foundation beds, trimming of sides and bottom grading to proper level as required.\nc) 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).\nd) 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 like well 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.\ne) 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 cases where water / acid proofing would be accepted as per working drawings in such case the mode of measurement shall be as per IS : 1200\nf) Nothing extra shall be paid for sorting /screening of excavated materials to obtain good earth for filling.\ng) Nothing extra shall be paid on account of any lift for disposal of excavated materials\nh) Where excavation are made in excess of the depth required, the contractor shall at his own expense fill up to the desired level with lean concrete of mix 1:5:10 (1 Cement: 5 Coarse sand: 10 Graded stone aggregate 40 mm nominal size.\ni) 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.\nj) Soft / loose soil also includes filled up earth / moorum.\n | item code 4 | ||
| 5 | 5 | Earthwork in excavation (including all lead and lifts/depth) in all types of soils 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. bailing out of sub-soil water or any other water, provision of shuttering, shoring etc. Available excavated earth free from all foreign matters, boulders shall be back filled in plinths, sides of foundation, within plot in layers not exceeding 150 mm thick, watering and consolidating of the same with hand/machine tamping and as per specifications/direction of Engineer-in-charge including disposing of all debris, unserviceable materials to an un-objectionable place as per directions of site Engineer. | item code 5 | 852 | M3 |
| 6 | 6 | Earth work in supply & filling for area grading with good quality borrowed earth, free from vegetation, organic matters, boulders with all leads and lifts including cost of transportation, loading/ unloading, breaking clods, watering etc, complete as per directions of Engineer -in- Charge. The filling shall be done in layers not exceeding 20 cm in thickness (consolidated) to achieve required R.L with Vibro roller of 8 to 10 tonne capacity to achieve 95% dry density at Optimum Moisture Content corresponding to standard Proctor test & vibro compactor in confined spaces. The measurement shall be made on the basis of calculated compacted volume of earth, based on the contour surveys of level on site before filling and spot level after filling to be taken jointly with contractor after execution of work. | item code 6 | 25 | M3 |
| 7 | 7 | Supplying and filling coarse sand of Zone III as per IS Code, in plinth, under floors, under gorund tanks & tank foundations etc. in layers not exceeding 200mm in depth, each deposited layer shall be compacted by mechanical vibration and watering and dressing complete as per technical specifications and drawings. | item code 7 | 786.32 | M3 |
| 8 | 8 | CONCRETE WORK/ REINFORCED CONCRETE WORK | item code 8 | ||
| 9 | 9 | 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.\nb) 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.\nc) 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 equipments etc. as per approved working drawing. (Nothing extra shall be paid on this account).\nd) 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.\ne) 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.\nf) 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.)\ng) 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.)\nh) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord with the details shown on the approved working drawings | item code 9 | ||
| 10 | 10 | i) Nothing extra shall be paid for any intricate concrete work for foundations of equipments 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.\nj) 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 and even surface.\nk) 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. \nl) 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.\nm) Concrete admixtures for workability if necessary, may be used in RCC if decided by Engineer-in-charge. No extra payment for mixing etc, shall be made on this account. \nn) 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. | item code 10 | ||
| 11 | 11 | 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 foundation pits etc.\np) The prices are to include the supply of cement by the contractor. \nq) Anti shrinkage compound used in grouting shall be paid separately.\nr) The source of supply for sand and stone chips shall be approved by IOCL. | item code 11 | ||
| 12 | 12 | Following additional points to be noted for Ready Mix Concrete(RMC) | item code 12 | ||
| 13 | 13 | a) Ready mix concrete (RMC) of approved vendor at the site of casting including coordinating with Engineer-in-charge, prior to casting, making all arrangement to unload the concrete so as to ensure that RMC is not detained for unloading, placing the concrete at site, vibrating, taking concrete cubes, testing, curing the concrete etc. complete in relevant items.\nb) Necessary schedule will have to be submitted by agency 3 days in advance so that proper coordination with Engineer-in-charge is done.\nc) It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure.\nd) Any loss of material shall be contractor’s responsibility.\ne) Submission of test results at RMC mixing plant site as well as casting site shall be contractors responsibility\nf) Desired design mix shall be got approved from Engineer-in charge before placing order for RMC.\ng) Any toll taxes applicable to be borne by the contractor.\nh) Any other taxes as levied by Govt. from time to time shall be deemed to be inclusive in the contract.\ni) Approved brand of 43 grade cement shall be used for preparing RMC & Cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope. | item code 13 | ||
| 14 | 14 | PLAIN CEMENT CONCRETE | item code 14 | ||
| 15 | 15 | 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 the cost of shuttering:- | item code 15 | ||
| 16 | 16 | Concrete of mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item code 16 | 35.66 | M3 |
| 17 | 17 | REINFORCED CEMENT CONCRETE | item code 17 | ||
| 18 | 18 | IN FOUNDATION & PLINTH: | item code 18 | ||
| 19 | 19 | Providing and laying reinforced cement concrete of grade M - 25 (using 20 mm, nominal gauge graded stone aggregate) manufactured in fully automated batching plant and mechanically vibrated and finished to a fair face including the cost of centering, shuttering, including providing weep pipe as per drawing.etc. but excluding reinforcement, in foundation and plinth, for rafts, footings, bases of columns, pedestals, beams, walls, columns, slabs, machine and equipment foundations, box sections, lift shaft, pipe supports, etc., complete in all respects as per direction of Engineer -in- Charge. The quantity of cement shall be minimum 330Kg./Cu.M. of concrete. | item code 19 | 90.31 | M3 |
| 20 | 20 | IN SUPERSTRUCTURE: | item code 20 | ||
| 21 | 21 | Providing and laying reinforced cement concrete of grade M-25 (using 20 mm, nominal gauge graded stone aggregate), machine mixed, mechanically vibrated and finished to a fair face including the cost of centering, shuttering, etc. but excluding reinforcement, in superstructure up to 6m heights above plinth for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, pedestals for equipments and similar vertical members, walls including walls of any thickness, shape or size including attached buttresses, pilasters, lintels, beams, portal beams, brackets, girders, cantilevers, suspended floors, roofs, staircase roofs and their supports, balconies, staircase waist and landing slabs and steps including preparation of top surface and finishing, nosing, etc. Chajja, fins, roof gutters, drop wall not exceeding 15 Cm. in thickness, railing, parapet wall, window sills, complete in all respects as per direction of Engineer - in - Charge. | item code 21 | 61.23 | M3 |
| 22 | 22 | Providing grouting in pockets with cement concrete 1: 1: 2 (1 cement: 1 coarse sand : 2 coarse aggregate 10 mm nominal gauge) with approved anti shrinkage compound as per manufacturer’s specifications (payment for anti shrinkage compound shall be made separately) with necessary finishing etc all complete as per directions of Engineer –in- Charge. | item code 22 | 2 | M3 |
| 23 | 23 | Extra for providing and mixing MONOLITHEX or any other approved equivalent anti shrinkage compound as per manufacturer’s specifications by weight of cement in grouting work as specified in the drawing and as directed by Engineer-in-Charge. | item code 23 | 15 | Kg. |
| 24 | 24 | REINFORCEMENT & EMBEDMENTS | item code 24 | ||
| 25 | 25 | a) Wastage in cutting will not be paid for. Only steel actually fixed in position will be paid by the linear measurement i/c hooks, chairs, dowels and laps. Only authorised 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. 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 | item code 25 | ||
| 26 | 26 | 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. | item code 26 | ||
| 27 | 27 | 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 Thermo Mechanically Treated Bars Fe- 500 OR Fe-500 d grade,Conforming to as per IS: 1786 for all R.C.C works including all necessary handling at all heights and depths complete in all respects and as per direction of the Engineer-in-Charge. | item code 27 | 15.6 | MT |
| 28 | 28 | Supplying and fixing MS foundation bolts with necessary GI nuts and sizes,with suitable anchorage all conforming to relevant Indian Standards/approved drawing | item code 28 | 2190 | Kg. |
| 29 | 29 | STRUCTURAL STEEL | item code 29 | ||
| 30 | 30 | 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 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel joints, 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, Conveyor gantries grating, chequred plate 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 two coat of primers and enamel painting Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints ) | item code 30 | 4.5 | MT |
| 31 | 31 | FINISHING | item code 31 | ||
| 32 | 32 | a) The prices are to include for work at any height / depth and for all necessary scaffolding etc. as required. | item code 32 | ||
| 33 | 33 | 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. | item code 33 | ||
| 34 | 34 | c) 20 mm plaster will be measured on rough side of single or half brick wall. | item code 34 | ||
| 35 | 35 | d) The prices are to include the supply of cement at site by the contractor. | item code 35 | ||
| 36 | 36 | e) Water proofing compound in proportion recommended by manufactures shall be used in all external Plaster works for which no separate payment will be done. | item code 36 | ||
| 37 | 37 | f) Sand used for plastering shall be from approved sources. | item code 37 | ||
| 38 | 38 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | item code 38 | ||
| 39 | 39 | 12 mm cement plaster of mix1:6 1 cement: 6 fine sand) | item code 39 | 10 | M2 |
| 40 | 40 | BRICK WORK | item code 40 | ||
| 41 | 41 | Brick work with Class Designation 50 bricks in Cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure ABOVE | item code 41 | 2 | M3 |
| 42 | 42 | MISCELLANEOUS | item code 42 | ||
| 43 | 43 | 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. | item code 43 | 630.53 | M2 |
| 44 | 44 | Supplying and laying bituminous carpet (anti corrosive layer) 75 mm thickness for sand pad foundation in two layers using bitumen and stone grit mix made by throughly mixing dry stone grit with cut back bitumen 80/100 grade heated to about 105 C to 115 C proportion being 100 Kg of bitumen per Cu.m of stone grit, consolidating, rolling lightly to the required slope, etc., complete as per drawing and instruction at site. | item code 44 | 33.12 | M2 |
| 45 | 45 | Supplying and laying 12 mm nominal size stone chips of 300 mm horizontal thickness for sand pad foundation to the required shape and slope as per drawing and instruction at site. | item code 45 | 10 | M3 |
| 46 | 46 | Supplying and laying 40 mm nominal size stone chips of sand of 300mm horizontal thickness for sand pad foundation to the required shape and slope as per drawing and instruction at site. | item code 46 | 12.1 | M3 |
| 47 | 47 | Supply and erection of 1" pipe(SA 106 Gr. B) Sch. 40 in tank ring wall with stone gravels at its one end nside the tank for draining of any leaked product , complete as per drawing and direction of Engineer-in-charge. | item code 47 | 20 | M |
| 48 | 48 | Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position Fixed required local 8.0 M highfire screen wall aound the tank 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 8M high fire screen wall including the foundation is to be designed and approved by a '' licensed structural Engineer'' and should be suitable for local soil bearing capacity, wind speed etc. | item code 48 | 2200 | M2 |
| 49 | 49 | PART B- TANK FABRICATION, ERECTION & COMMISSIONING | item code 49 | ||
| 50 | 50 | Submission of detailed working, fabrication drawings for IFR tanks of size mentioned below and work completion schedule including Bar Charts etc. Item includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached directional drawings. | item code 50 | 1 | LS |
| 51 | 51 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 51 | ||
| 52 | 52 | Fabricating, erecting, welding, testing & commissioning of bottom, shell, wind girders, fixed cone roof etc including cutting, squaring, bevelling, rolling, etc., marking the plates for identification, lifting & placing the plates in position by any approved methods for the IFR vertical tanks of following size by hydraulic jacking erection method, as per our specifications and drawings with supplied carbon steel plates by IOC free of cost at IOC designated stockyards at Balasore Depot including loading,transportation and Unloading at site and with all other items such as labour, materials, consumables, water, power, etc. supplied by the contractor. Rates quoted should include radiographic examination as per specification,hydrostatic testing for shell, vacuum box testing for bottom plates, pneumatic test for roof plates, Chalk Kerosene Test for shell to bottom joint (on completion, tank has to be tested as per standards) etc. complete. | item code 52 | ||
| 53 | 53 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 53 | 160 | MT |
| 54 | 54 | Supplying, fabricating, erecting, assembling, fitting and welding the structurals for CR & IFR vertical tank of following size such as rafters, curb angles, handrailing on tank shell ,roof & stairways, spiral straicase with galvanised electro forged landing platforms and gratings, platforms at foam pourer nozzles for testing foam system with monkey ladder, suitable angle iron frame work for fixing the fixed water spray system and fixed foam system, platform to approach combined gauge well, pipe supports on tank shell, shear plates, pad plates on shell for welding of spiral staircase and hand railing, all other pad plates/ reinforcement plates not specifically mentioned in item no. 2 above, base plates to tank bottom, as per IOCL's specifications and standard drawings .\na) IFRVT - 24 M Dia X 16.5 M HT MS TANK \n\nNote: All the landing platforms and/or grating should be of galvanised electro forged | item code 54 | 20 | MT |
| 55 | 55 | Supply, fabrication,erection,welding and testing of all appurtenances such as roof manholes, shell manhole, shell nozzles(inlet & outlet, re-circulation) pressure transmitter nozzle, temperature hatch,gauge hatch , Nozzle for radar gauge & level switch ( on seperate roof manholes i.e. other than normal roof manholes), roof vents, water draw off sump and water draw off pipe line with supports, expansion relief arrangements for inlet and outlet product lines,overflow arrangement for firewater tanks from roof upto the bottom of tank circular drain, GI pipe earthing arrangements as per standard, including earthing pits and GI flat connection from tanks to the pits, etc., complete(earthing pits shall be constructed outside the dyke). | item code 55 | ||
| 56 | 56 | a) The items include all the jobs to complete the CR , IFR & Fire water tanks as per standard drawings as per requirement of API 650 latest edition and specifications except the fabrication works,steel structurals mentioned in item no.3 above. and combined gauge well unit which will be operated under relevant items of this schedule & as per directional drawigns. | item code 56 | ||
| 57 | 57 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 57 | 1 | NOS. |
| 58 | 58 | Note: | item code 58 | ||
| 59 | 59 | (i) No extra payment shall be made for supplying and welding reinforcement/ pad plates other than those specifcally mentioned in item no 2 above. | item code 59 | ||
| 60 | 60 | (ii) CS Plates required for shear plates, pad plates, base plates for pipe supports, brackets, all manholes man hole neck and man hole covers shall be supplied and provided by the contractor at their cost. | item code 60 | ||
| 61 | 61 | (iii) All pipes and flanges required for shell and roof nozzles, water draw-off pipe, expansion / pressure relief line,overflow arrangement for fire water tanks and for all other appurtenances shall be supplied by contractor. | item code 61 | ||
| 62 | 62 | Cleaning & painting of underside of bottom plates before laying as per the following scheme:\n- Shot/Grit Blasting to SA 2.5.\n- 1 coat of Epoxy Zinc Phosphate 75 microns.\n- 2 coats of High build bitumen coating of 90-100 microns each upto total DFT of 260 microns | item code 62 | ||
| 63 | 63 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 63 | 1 | NOS. |
| 64 | 64 | Gauge well and guide post | item code 64 | ||
| 65 | 65 | Supply, fabrication and fixing gauge well as per enclosed drawing using Sch.40. CS seamless pipe with necessary bracket supports, top flange,cover plate etc., complete for the following IFR tanks.extending from rooftop to the bottom as per dwgs.(In case of IFR tanks) | item code 65 | ||
| 66 | 66 | For 24 m dia. x 16.5 m ht. IFR Tank\na. 500mm dia. gauge well for IFR tanks of 16.5m ht. \nb. 200mm dia. gauge well for IFR tanks for radar gauge of 16.5m ht.\nc. 200mm dia. still well (to be provided inside 500mm dia gauge well) for radar gauge for IFR tank of 16m ht.\nd. 80mm still well (to be provided inside 500mm dia gauge well) for temp. sensor for IFR Tanks of 16.5m ht.\ne. 80mm Nozzle for level switch.\nf. 200 mm dia gauge hatch\ng. 25 mm dia Pressure relief line(to be provided inside the 500mm dia still well) | item code 66 | 1 | NOS. |
| 67 | 67 | Design, supply, of Internal floating roofs of tubular pontoon & deck type complete with supports, SS clamps, SS boltings, Primary mechanical shoe seal & secondary PE wiper seal, anti rotation cables, grounding cables, support legs, vents, guide wells & other penetrations with seals, & any other items required for functioning of the roof . As per API 650 Annexure H | item code 67 | ||
| 68 | 68 | a) IFRVT - 24 M Dia x 16.50 M HT MS TANK | item code 68 | 1 | NOS. |
| 69 | 69 | Erection of Internal floating roofs of tubular pontoon & deck type complete with supports, SS clamps, SS boltings, Primary mechanical shoe seal & secondary PE wiper seal, anti rotation cables, grounding cables, support legs, vents, guide wells & other penetrations with seals, & any other items required for functioning of the roof . As per API 650 Annexure H | item code 69 | 1 | NOS. |
| 70 | 70 | a) IFRVT - 24 M Dia x 16.50 M HT MS TANK | item code 70 | ||
| 71 | 71 | FOAM TANKS | item code 71 | ||
| 72 | 72 | SS FOAM CONCENTRATE TANK 7 KL CAPACITY: Design , fabrication and Supply to site, erection, testing and commissioning of Foam Concentrate Tank & associated system comprising of the following.\nA. Foam concentrate tank in min. 3 mm thk, SS 304 for a capacity of 7000 lt fitted with cover and locking arrangement, vent pipe, fill pipe, level indicator with suitable transparent PVC tubing and control valves (2 no, 3/4 "" SS SW valve).\nB. Min 2 no, 25 mm dia outlets per tank for connections to be established to inductors at tanks along with providing and fixing 2 no SS SW valves (including supply).\nC. Drain line with 1 no, 25 mm dia valve (inlcuding supply) as per design.\nD. Supplying, providing piping in SS 304 (3 mm thk) Sch 40 from tank to the inductor to be fitted on the main fire hydrant line. This pipe shall be taken as 25 mm dia (max) and total length as per site requirement. \nE. Tank to be supplied with 1 no 500 mm dia manhole, 1 no vent pipe with sillica gel assembly, 1 no fill pipe\nF. MS structural staging for mounting the foam concentrate tank with suitable approach for filling/ draining the foam and for operating the tank for FF purpose.\nG. Shed/ cover for the entire foam concentrate tank and its fittings in MS structurals with Galvalume sheet top.\nH. Blast cleaning of structurals to SA 2 1/2 & painting of the entire MS structurals of the system as per external painting specifications"\nNate: a)Foam concentrate vessel in min. 3 mm thk, SS 304 designed for a maximum working pressure of 12 Kg/sq.cm as per ASME Sec.VIII Div.1, for a capacity of 7000 lt fitted with cover and locking arrangement, vent pipe and drain, fill pipe, level indicator / sight glass with suitable control valves (2 no, 3/4 " SS SW valve)\nb)Nylon reinforced nitrile rubber foam bladder fixed inside the vessel and provided with one piece compression moulded neck flanges. Tensile Strength and Joint Adhesion Strength of the Bladder shall be more than 350 Kg/50mm Width.\n | item code 72 | 2 | Nos. |
| 73 | 73 | c)1 no, 40/50 mm dia outlet for connections to be established to individual proportioners for Tank along with providing and fixing 1 no flanged type SS 304 valve on each line.\nd)1 no of Foam proportioner for the tank with required spool piece. Sizing of the Foam Proportioner to be carried out by the Manufacturer.\ne)Water side piping as per A106 seamless steel pipe sch 40 and foam concentrate side Piping in SS 304, Sch.40, from vessel to individual proportioner\nf) All valves on the tank shall be SS 304 ball valves and of fire safe quality. \ng) The above tank shall be fabricated after obtaining approval of IOCL on the detailed fabrication drawing by approved manufacturer only.\nApproved Manufacturer are as follows:\n1. HD Fire Protect Pvt. Ltd \n2. FIRETECH Equipment & systems Pvt. Ltd. | item code 73 | ||
| 74 | 74 | FOAM POURER SYSTEM | item code 74 | ||
| 75 | 75 | The item includes the following: | item code 75 | ||
| 76 | 76 | a) Designing the system for spray of foam solution in IFR tanks as per laid down guidelines in OISD 117 latest revision. The Job shall include submission of drawing & design calculations for rate of solution application, sizes and nos. of headers / ring, bill of material etc., for approval of IOC.\nb) Supplying , handling and installation of required length and size of heavy duty MS pipes as per IS 1239 for conveying foam / water solution from ratio controllers outside enclosure wall, vertical riser main upto foam pourer including all fittings such as flanges, gaskets, fastners etc. Cost of pipeline pedestals and brackets / supports on tanks are included in the item and will not be measured seperately. \nc) S/I of of reqd. nos. & capacity of foam pourers \nd) S/I of foam makers/ Orifice plate as reqd. to match flow rate.\ne) S/I of 1 no 25 mm dia. CS valve at the bottom of foam header with suitable flanges, couplings for draining the header.\nf) Brackets, angle supports, pad plates, gusset plates for the header and branch pipes\ng) Painting the entire system as per specifications for tank external with specified colour code, including blast cleaning.\nh) Testing facilities for foam system comprising of 1 Tee just bfore entry into the tank with one branch directed outwards and two Gate valves one on each branch.\ni) The rate also includes tapoff from main hydrant line, supplying and fixing CS gate / ball valve, basket strainer, pressure gauge assembly after strainer etc. \nj) Steel Scaffolding and any other material required for completion of work. (Steel scaffolding considered in tank fabrication ) | item code 76 | ||
| 77 | 77 | a) Foam pourer system for MS 24 m dia. Tank ( 3 nos of Foam Pourer) | item code 77 | 1 | LS |
| 78 | 78 | WATER SPRAY SYSTEM | item code 78 | ||
| 79 | 79 | Design, supply, transportation to site, fabrication, erection, testing and commissioning of Fixed Water Spray System for CR vertical tanks as per specifications detailed below:\na) Designing fixed water spray system for CR tanks as per laid down guidelines in latest revision of OISD-117. Details shall include submission of drawing & design calculations for rate of application, sizes and nos. of headers / branch rings, bill of material etc., for approval of IOCL.\nb) Supplying, handling and installation of required length and size of heavy duty MS GI pipes as per IS 1239 for conveying water from outside enclosure wall. Job shall also include vertical riser mains, all fittings such as valves, flanges, MS nipples, groove fittings & groove joints, clamps, gaskets, fasteners, strainer, pressure gauges on the ring header with larger dial size (reading visible from ground) etc. 2 nos. risers shall be provided, which are to be hooked up to the hydrant main lines, from opposite sides. Cost of pipeline pedestals and brackets / supports on tanks shall be included in the item and shall not be measured separately.\nc) S/I of sprinkler nozzles bronze UL approved, on branch ring pipe so as to achieve reqd. flow rate.\nd) S/I of 1 no 25 mm dia. CS ball valve at the bottom of vertical riser with couplings for draining the riser.\ne) Brackets, angle supports, pad plates, gusset plates for the header and branch pipes\nf) Painting the entire system as per specifications given in water spary system scope of work.\ng) Steel Scaffolding and any other material required for completion of work. (Steel scaffolding considered in tank fabrication)\nh ) The rate also includes tapoff from main hydrant line, supplying and fixing CS gate / ball valve, basket strainer, pressure gauge assembly after strainer and at farthest points on the rings etc.\n | item code 79 | ||
| 80 | 80 | a) Water Spray system for MS 24 m dia. tank | item code 80 | 1 | NOS. |
| 81 | 81 | External Scaffolding.\nProviding necessary steel double stage scaffolding with verticals at not more than 2M intervals and horizontal runners at the centre of each strake as approved by site Engineer for painting & calibration of tank | item code 81 | ||
| 82 | 82 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 82 | 1 | NOS. |
| 83 | 83 | Internal Scaffolding.\nProviding necessary steel double stage scaffolding with verticals at not more than 2M intervals and horizontal runners at the centre of each strake as approved by site Engineer for painting of tank | item code 83 | ||
| 84 | 84 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 84 | 1 | NOS. |
| 85 | 85 | Calibration.\nConducting calibration of the tanks including supplying of necessary experienced labour for holding the strapping tape at suitable intervals around the tank during calibration, dismantling and removing the scaffolding materials from the site after calibration and making good the damages to the tank foundation etc., complete as directed by our site Engineer. The calibration has to be conducted through W & M authorities and certified calibration charts in Triplicate to be submitted. | item code 85 | ||
| 86 | 86 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 86 | 1 | NOS. |
| 87 | 87 | Conducting bottom calibration by providing the required water, labour, water meter, water pump, etc. The work involves pouring into the tanks measured quantities of water in the bottom saucer portion upto the level of the datum plate to ascertain the exact volume of the conical portion of the tank and removing the water after calibration and cleaning the tank bottom thoroughly as per instruction at site. The calibration has to be conducted through W & M authorities and certified calibration charts in Triplicate to be submitted. | item code 87 | ||
| 88 | 88 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 88 | 1 | NOS. |
| 89 | 89 | Shot / Grit blasting and painting the INTERNAL surface of CS IFR tanks to standard SA 2.5 (Swedish standard) including cleaning the surface thoroughly free from grease, dirt, rust, mill scales and removing all other sharp points, weld splatter, flux etc. and supplying and painting the internal surface of IFR storage tanks upper side surfaces of bottom plate, inside surfaces of shell and including curb angle ,roof supporting steel structures, underside surface of roof plates including structurals & including all the appurtenances inside the tank such as tank nozzles, combined gauge well with pipes etc., covering the entire inside of the tank and all surfaces and appurtenances, which are likely to be in contact with the stored liquid, labour, materials, etc., complete in all respects as per technical specification mentioned in the scope of work and instructions at site. | item code 89 | ||
| 90 | 90 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 90 | 1 | NOS. |
| 91 | 91 | Shot / Grit blasting and painting the EXTERNAL surface of mild steel CR & IFR tanks to standard SA 2.5 (Swedish standard) including cleaning the surface thoroughly free from grease, dirt, rust, mill scales and removing all other sharp points weld splatter, flux etc. and supplying and painting the outside surface of the tank shell up to and including curb angle, shell extension, shell appurtenances, spiral staircase with hand rails, mid & top landing platforms, top handrailing, all other structures, appurtenances and fittings on the tank, labour, materials etc., complete in all respects as per technical specification mentioned in the scope or work and instructions at site. | item code 91 | ||
| 92 | 92 | The colour of finish coats for external surfaces and appurtenances shall be white or lustrous aluminium finish and black finish for staircase, hand railing, bands at bottom & dip hatch etc as per IOC standards. The colour of finish coats for external surface of water tank shall be sky blue. IOC logo and monogram shall be provided at two places on the shell. All other lettering such as tank no., product name etc. as per the drawings and specifications shall also be painted. The rate for external painting is inclusive of the above. | item code 92 | ||
| 93 | 93 | a) IFRVT - 24 M Dia x 16.5 M HT MS TANK | item code 93 | 1 | NOS. |
| 94 | 94 | Supply and installation of CP System (by Sacrificial product side anode) - For Product Tanks\nThe job includes drawing, design, detailed Engineering, supply of material, installation, testing and commissioning of SACRIFICIAL CATHODIC PROTECTION for the mitigation of Internal corrosion in bottom plate of product Tank. The main activities involved are:Basic Site Survey, Design, Detail Engineering and Supply of materialfollowed by installation, testing and commissioning and handing over theCP System as per detailed specifications enclosed.\nThe SACRIFICIAL CATHODIC PROTECTION design shall be based as per NACE Standard RP-01-96, RP-0575, RP-0193-93 and corrosion control in petroleum production, TPC Publication No. 05 and Indian Standard IS8062 (1976): Code of Practice for C.P of Steel Structures." Please Note: Drawing/design for providing sacrificial cathodic protection systemin product tanks to be done only after site survey/visit. | item code 94 | 460 | M2 |
| 95 | 95 | Product Piping -A1A | item code 95 | ||
| 96 | 96 | PART A -\nSUPPLY & FIXING / FABRICATION / WELDING/ ERECTION OF ITEMS & PACKAGES | item code 96 | ||
| 97 | 97 | 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. | item code 97 | ||
| 98 | 98 | SUPPLY ITEMS: FOR PIPELINE WORKS\nSupply of MS Pipes\nMS PIPE: API 5L Gr. B, PSL 1, ERW (Pipe Class A1A) | item code 98 | ||
| 99 | 99 | 25 NB | item code 99 | 137 | M |
| 100 | 100 | 80 NB (VRU Line ) | item code 100 | 20 | M |
| 101 | 101 | 150 NB (As per comment in Part B,S.No. - 9) | item code 101 | 200 | M |
| 102 | 102 | 300 NB (As per comment in Part B,S.No. - 10)(Exchange Pit) | item code 102 | 125 | M |
| 103 | 103 | Supply of following Slip On flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 | item code 103 | ||
| 104 | 104 | Material: ASTM A105, 150#, SW-RF, 125 AARH, ASME B16.5 | item code 104 | ||
| 105 | 105 | 25 NB | item code 105 | 16 | EA |
| 106 | 106 | Material: ASTM A105, 150#, SO-RF, 125 AARH, ASME B16.5 | item code 106 | ||
| 107 | 107 | 150 NB | item code 107 | 11 | EA |
| 108 | 108 | 200 NB | item code 108 | 22 | EA |
| 109 | 109 | 250NB | item code 109 | 25 | EA |
| 110 | 110 | 300 NB | item code 110 | 4 | EA |
| 111 | 111 | Supply of following BLRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 | item code 111 | ||
| 112 | 112 | Material: ASTM A105, 150#, RF, 125 AARH, ASME B16.5 | item code 112 | ||
| 113 | 113 | 150 NB | item code 113 | 4 | EA |
| 114 | 114 | 200 NB | item code 114 | 6 | EA |
| 115 | 115 | 250NB | item code 115 | 6 | EA |
| 116 | 116 | 300 NB | item code 116 | 2 | EA |
| 117 | 117 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\n90 Deg LR elbow (1.5D) | item code 117 | ||
| 118 | 118 | Elbow 90 Degree Material: ASTM A105, SW-3000#, ASME B16.11 | item code 118 | ||
| 119 | 119 | 25 NB | item code 119 | 15 | EA |
| 120 | 120 | Elbow 90 Degree LR (1.5D), Material: ASTM A234 GR.WPB, SMLS, BW, ASME B16.9 | item code 120 | ||
| 121 | 121 | 150 NB | item code 121 | 20 | EA |
| 122 | 122 | 200 NB | item code 122 | 20 | EA |
| 123 | 123 | 250 NB | item code 123 | 27 | EA |
| 124 | 124 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nEqual Tee | item code 124 | ||
| 125 | 125 | Material: ASTM A105, SW-3000#, ASME B16.11 | item code 125 | ||
| 126 | 126 | 25 NB | item code 126 | 3 | EA |
| 127 | 127 | Material: ASTM A234 GR.WPB, SMLS, BW, ASME B16.9 | item code 127 | ||
| 128 | 128 | 150 NB | item code 128 | 4 | EA |
| 129 | 129 | 200 NB | item code 129 | 6 | EA |
| 130 | 130 | 250 NB | item code 130 | 7 | EA |
| 131 | 131 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nUn Equal Tee | item code 131 | ||
| 132 | 132 | 250 x 250 x 150 mm | item code 132 | 2 | EA |
| 133 | 133 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nReducers (Concentric) | item code 133 | ||
| 134 | 134 | 300 X 250 mm (Exchange Pit) | item code 134 | 1 | EA |
| 135 | 135 | 250 NB x 150 NB (Recirculation Line) | item code 135 | 1 | EA |
| 136 | 136 | Supply of Cast Carbon Steel 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. | item code 136 | ||
| 137 | 137 | 25 NB | item code 137 | 5 | EA |
| 138 | 138 | 80 NB (VRU Line) | item code 138 | 1 | EA |
| 139 | 139 | 300 NB (Exchange Pit) | item code 139 | 1 | EA |
| 140 | 140 | Supply of Thermal Relief Valves as per specifications 20 mm X Outlet 25 mm | item code 140 | ||
| 141 | 141 | 25 NB, 150# | item code 141 | 1 | EA |
| 142 | 142 | Supply of Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips.\n | item code 142 | ||
| 143 | 143 | 25 NB | item code 143 | 2 | EA |
| 144 | 144 | 80 NB (VRU Line) | item code 144 | 1 | EA |
| 145 | 145 | 250 NB | item code 145 | 2 | EA |
| 146 | 146 | Supply of Strainers (100 mesh) as per specs for the following sizes: | item code 146 | ||
| 147 | 147 | BASKET STRAINER | item code 147 | ||
| 148 | 148 | 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 6", 8", 10" dia.- Body- Carbon steel ASTM A216 WCB, Screen-SS316, RF FLGD. ASME B16.5 Class 150.\nStrainer should have drain pipe (A105 - 3/4" ) with Double Isolation ball valve (800#, SW,BODY CS A105, TRIM SS3316) with end Plug.\nFor 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, TRIM SS3316) with end Plug.\n | item code 148 | ||
| 149 | 149 | 200 dia., 100 mesh strainer, flow 60m3/hr | item code 149 | 2 | EA |
| 150 | 150 | 250 dia., 100 mesh strainer, flow 60m3/hr | item code 150 | 1 | EA |
| 151 | 151 | PART-B \nWORKS : ERECTION / FIXING / WELDING / FABRICATION | item code 151 | ||
| 152 | 152 | FABRICATION AND ERECTION OF PIPING | item code 152 | ||
| 153 | 153 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-B\nLaying 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 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe 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)/ 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 conform to 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.\nNote: \na. 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.\nb. The rates quoted also to include colour coding of pipelines as per the standards.\nPainting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.\n1. Surface Preparation as per SA 2½\n2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat\n3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat\nTotal Min DFT 90µ\n | item code 153 | ||
| 154 | 154 | 25 NB, SWE | item code 154 | 100 | M |
| 155 | 155 | 80 NB (VRU Line ), SWE | item code 155 | 20 | M |
| 156 | 156 | 150 NB, BBE | item code 156 | 359 | M |
| 157 | 157 | 200 NB, BBE | item code 157 | 445 | M |
| 158 | 158 | 250 NB, BBE | item code 158 | 535 | M |
| 159 | 159 | 300 NB, BBE (Exchange Pit) | item code 159 | 125 | M |
| 160 | 160 | Radiography inspection on product 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. \nNote: 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. | item code 160 | ||
| 161 | 161 | 25 NB, SWE | item code 161 | 9 | EA |
| 162 | 162 | 80 NB (VRU Line ), SWE | item code 162 | 5 | EA |
| 163 | 163 | 150 NB, BBE | item code 163 | 185 | EA |
| 164 | 164 | 200 NB, BBE | item code 164 | 172 | EA |
| 165 | 165 | 250 NB, BBE | item code 165 | 170 | EA |
| 166 | 166 | 300 NB, BBE (Exchange Pit) | item code 166 | 110 | EA |
| 167 | 167 | 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. | item code 167 | ||
| 168 | 168 | 25 NB, SWE | item code 168 | 50 | EA |
| 169 | 169 | 80 NB (VRU Line ), SWE | item code 169 | 25 | EA |
| 170 | 170 | 150 NB, BBE | item code 170 | 127 | EA |
| 171 | 171 | 200 NB, BBE | item code 171 | 144 | EA |
| 172 | 172 | 250 NB, BBE | item code 172 | 140 | EA |
| 173 | 173 | 300 NB, BBE (Exchange Pit) | item code 173 | 100 | EA |
| 174 | 174 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE/ CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE 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. \nNote: The rate quoted for the above items should include:\na. mechanical cleaning/greasing of the valves after erection.\nb. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.\nc. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.\n | item code 174 | ||
| 175 | 175 | 25 NB | item code 175 | 5 | EA |
| 176 | 176 | 80 NB (VRU Line ) | item code 176 | 1 | EA |
| 177 | 177 | 150 NB | item code 177 | 5 | EA |
| 178 | 178 | 200 NB | item code 178 | 10 | EA |
| 179 | 179 | 250 NB | item code 179 | 10 | EA |
| 180 | 180 | 300 NB (Exchange Pit) | item code 180 | 1 | EA |
| 181 | 181 | Fixing the supplied Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips.\n | item code 181 | ||
| 182 | 182 | 80 NB (VRU Line ) | item code 182 | 1 | EA |
| 183 | 183 | 250 NB | item code 183 | 2 | EA |
| 184 | 184 | 25 NB | item code 184 | 2 | EA |
| 185 | 185 | Installing the supplied thermal relief valves for the product pipeline and fixing the same on the tank including painting the valves and connected piping with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade as per the directions of site engineer.\nNote: \na. The 20/ 25 mm dia piping connected to the TRVs shall be measured and paid separatey under respective items.\nb. The job also includes providing and fixing 8SWG copper wire for the flange joints of the assembly.\n | item code 185 | 1 | EA |
| 186 | 186 | Fabarication & installation of the following sizes of MS pipes (API 5L) as per specification including cutting, welding, laying etc as per site requirement including blast cleaning the surfaces of the pipes to SA 2 1/2 and painting with two coats of P3 primer and two coats of F2 finish paint as per enclosed specifications etc complete and as per site directions.\nNote: The job includes providing and welding necessary fittings such as bends/ tees/ flanges etc complete.\n | item code 186 | ||
| 187 | 187 | 25 NB | item code 187 | 37 | M |
| 188 | 188 | Installing the supplied bucket type (100 mesh) strainers as per specs and drawing for the product pumps for the following LPM & pipeline sizes:\nNote: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.\n | item code 188 | ||
| 189 | 189 | CS STRAINER | item code 189 | ||
| 190 | 190 | 200 NB (Bucket type) | item code 190 | 2 | EA |
| 191 | 191 | 250 NB (Bucket type) | item code 191 | 1 | EA |
| 192 | 192 | Laying of Underground Pipe lines | item code 192 | ||
| 193 | 193 | LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B\nLaying 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 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe 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 through hume 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.\nNote: 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. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.\ni) Sand blast to SA 2.5\nii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.\niii) Pypkote AW 4mm tape is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding.\niv) Holiday leak detection test to be conducted to ensure leak proofness of wrapping coating. | item code 193 | ||
| 194 | 194 | 150 NB | item code 194 | 41 | M |
| 195 | 195 | 200 NB | item code 195 | 41 | M |
| 196 | 196 | 250 NB | item code 196 | 42 | M |
| 197 | 197 | 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. | item code 197 | ||
| 198 | 198 | 150 NB | item code 198 | 50 | EA |
| 199 | 199 | 200 NB | item code 199 | 60 | EA |
| 200 | 200 | 250 NB | item code 200 | 60 | EA |
| 201 | 201 | 300 NB | item code 201 | 25 | EA |
| 202 | 202 | NOTES: For Supply, Fabrication & Erection of supports \n\na) 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.\nb) Welding for supports shall include preheating and all tests such as dye-penetrant test, hardness test etc. as required by standards, codes, specifications and instructions of OWNER / OWNER REPRESENTATIVE.\nc) Pipe support includes structural’s & trunnion pipes.\n | item code 202 | ||
| 203 | 203 | Erecting temporary mobile fire screen wall of height 6M and about 500 Sq. M 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. | item code 203 | 500 | M2 |
| 204 | 204 | PART C \nMISCELLANEOUS & CIVIL WORKs | item code 204 | ||
| 205 | 205 | CIVIL WORKS | item code 205 | ||
| 206 | 206 | A - EARTHWORK | item code 206 | ||
| 207 | 207 | a) The prices for all excavations are to include for removing and clearing away all shrubs, bushes, roots etc. | item code 207 | ||
| 208 | 208 | 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. | item code 208 | ||
| 209 | 209 | 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). | item code 209 | ||
| 210 | 210 | 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 like well 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. | item code 210 | ||
| 211 | 211 | 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 cases where water / acid proofing would be accepted as per working drawings in such case the mode of measurement shall be as per IS : 1200 | item code 211 | ||
| 212 | 212 | f) Nothing extra shall be paid for sorting /screening of excavated materials to obtain good earth for filling. | item code 212 | ||
| 213 | 213 | g) Nothing extra shall be paid on account of any lift for disposal of excavated materials | item code 213 | ||
| 214 | 214 | h) Where excavation are made in excess of the depth required, the contractor shall at his own expense fill up to the desired level with lean concrete of mix 1:5:10 (1 Cement: 5 Coarse sand: 10 Graded stone aggregate 40 mm nominal size | item code 214 | ||
| 215 | 215 | 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. | item code 215 | ||
| 216 | 216 | j) Soft / loose soil also includes filled up earth / moorum. | item code 216 | ||
| 217 | 217 | k) The filling for earth / morrum or sand shall be done in layers not exceeding 20 cm in thickness (consolidated) with by Suitable means to achieve 90% dry density at Optimum Moisture Content corresponding to standard Proctor test & vibro compactor in confined spaces. | item code 217 | ||
| 218 | 218 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas including Back Filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering and disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. For all Lift and Lead.\nAll kinds of soil including ordinary rock. | item code 218 | 225 | Cu.M |
| 219 | 219 | Filling available excavated earth (excluding rock) under floors in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, within premises for all Lift and Lead | item code 219 | 75 | Cu.M |
| 220 | 220 | Supplying and filling local sand within the grading zone III of fine aggregates as per IS Code in plinth, under floors, underground tanks, foundations, tank pads, 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. | item code 220 | 150 | Cu.M |
| 221 | 221 | CONCRETE WORK/ REINFORCED CONCRETE WORK | item code 221 | ||
| 222 | 222 | 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. | item code 222 | ||
| 223 | 223 | 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. | item code 223 | ||
| 224 | 224 | 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 equipments etc. as per approved working drawing. (Nothing extra shall be paid on this account). | item code 224 | ||
| 225 | 225 | 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. | item code 225 | ||
| 226 | 226 | 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. | item code 226 | ||
| 227 | 227 | 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.) | item code 227 | ||
| 228 | 228 | 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.) | item code 228 | ||
| 229 | 229 | h) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord with the details shown on the approved working drawings | item code 229 | ||
| 230 | 230 | i) Nothing extra shall be paid for any intricate concrete work for foundations of equipments 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. | item code 230 | ||
| 231 | 231 | 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 and even surface. | item code 231 | ||
| 232 | 232 | 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. | item code 232 | ||
| 233 | 233 | 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. | item code 233 | ||
| 234 | 234 | m) Concrete admixtures for workability if necessary, may be used in RCC if decided by Engineer-in-charge. No extra payment for mixing etc, shall be made on this account. | item code 234 | ||
| 235 | 235 | 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. | item code 235 | ||
| 236 | 236 | 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 foundation pits etc. | item code 236 | ||
| 237 | 237 | p) The prices are to include the supply of cement by the contractor. | item code 237 | ||
| 238 | 238 | q) Anti shrinkage compound used in grouting shall be paid separately. | item code 238 | ||
| 239 | 239 | r) Desired design mix shall be got approved from Engineer-in charge before commence of casting. | item code 239 | ||
| 240 | 240 | s) The source of supply for sand and stone chips shall be approved by IOCL. | item code 240 | ||
| 241 | 241 | 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. | item code 241 | ||
| 242 | 242 | Following additional points to be noted for Batch Mix Concrete(BMC) | item code 242 | ||
| 243 | 243 | a) BMC shall be setup within the plant premises as Directed by Engineer-in-charge. | item code 243 | ||
| 244 | 244 | b) Nothing extra should be paid for establishing and removal, after compliting of Job of such plant. | item code 244 | ||
| 245 | 245 | c) It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure. | item code 245 | ||
| 246 | 246 | d) Any loss of material shall be contractor’s responsibility. | item code 246 | ||
| 247 | 247 | e) Desired design mix shall be got approved from Engineer-in charge before Casting. | item code 247 | ||
| 248 | 248 | f) Any other taxes as levied by Govt. from time to time shall be deemed to be inclusive in the contract. | item code 248 | ||
| 249 | 249 | g) Suggested brand shall be used for preparing BMC & Cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope. | item code 249 | ||
| 250 | 250 | a) Cement brand to be used:\ni) Ultratech Cement\nii) J.K. Cement\niii) Coromandal King\niv) Birla Cement ACC\nv) Ambuja Cement\nvi) Dalmia Cement\nvii) Top Cement | item code 250 | ||
| 251 | 251 | B. PLAIN CEMENT CONCRETE | item code 251 | ||
| 252 | 252 | 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 the cost of shuttering:- | item code 252 | ||
| 253 | 253 | Concrete of mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | item code 253 | 10 | Cu.M |
| 254 | 254 | C. REINFORCED CEMENT CONCRETE | item code 254 | ||
| 255 | 255 | IN FOUNDATION & PLINTH: | item code 255 | ||
| 256 | 256 | Providing and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying and cost of centering, shuttering but excluding the reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge.\nNote :- \na. Minimun Cement content considered in this item is @410 kg/cum.)\nb. 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. Alternatevely, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nc. For small quantities (up to 5 cum per day), mixing & placing of concrete using mechanical mixer shall be permitted with the prior approval of IOC.\nd. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. | item code 256 | 12 | Cu.M |
| 257 | 257 | IN SUPERSTRUCTURE: | item code 257 | ||
| 258 | 258 | Providing and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, complete in all respects as per direction of Engineer-in-Charge, using cement as per approved design mix, including pumping of concrete to site of laying and cost of centering, shuttering but excluding the reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. This item includes extending the height of precast pedestal with in-situ concrete, as per site requirement, to maintain the bottom of pipe.\nNote :- \na. Minimun Cement content considered in this item is @410 kg/cum.)\nb. 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. Alternatevely, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nc. For small quantities (up to 5 cum per day), mixing & placing of concrete using mechanical mixer shall be permitted with the prior approval of IOC.\nd. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. | item code 258 | 55 | Cu.M |
| 259 | 259 | REINFORCEMENT & EMBEDMENTS | item code 259 | ||
| 260 | 260 | a) Wastage in cutting will not be paid for. Only 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. 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. | item code 260 | ||
| 261 | 261 | 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. | item code 261 | ||
| 262 | 262 | c) Rebars to be used:\ni) TISCO\nii) SAIL\niii) RINL(VIZAG STEEL)\niv) ESSAR\nv) JINDAL STEEL AND POWER | item code 262 | ||
| 263 | 263 | 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 and depths complete in all respects and as per direction of the Engineer-in-Charge. | item code 263 | ||
| 264 | 264 | Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | item code 264 | 6000 | Kg |
| 265 | 265 | STRUCTURAL STEEL | item code 265 | ||
| 266 | 266 | 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 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel joints, channels, angles, tees, flats, plates, lattice members built up / compound sections in columns, portals, girders, beams, bracings, trusses, purlins, rafters, staircase, steps, walkway, cat ladder with cages, platforms, cross overs , toe plates, side walling, trestles, Conveyor gantries, tube of 25NB, 35NB, 40NB, etc. including gusset plates, anchor plates, insert plate, hand rail etc., 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 ).\nProviding and applying Anticorrosive treatment to structural steel surface as per below specifications.\na) Surface preparation by shot blasting conforming to SA 2.5 \nb) Primer coat of INORGANIC ZINC ETHYL SILICATE, one coat of 75 – 80 micron DFT\nc) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT, one coat of 120 – 125 micron DFT\nd) Final coats of TWO PACK ALIPHATIC POLYURETHANE, two coats of 25 micron DFT \nTotal DFT shall be 230micron.Primer & paint shall be of approved make as specified by IOCL.\nPayment will be on the basis of weight of structural steel provided.\n | item code 266 | 2000 | Kg |
| 267 | 267 | MISCELLANEOUS | item code 267 | ||
| 268 | 268 | 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. | item code 268 | 150 | RM |
| 269 | 269 | Provision of 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 | item code 269 | ||
| 270 | 270 | 300 mm dia. R.C.C. pipe | item code 270 | 10 | RM |
| 271 | 271 | Provision of Providing and laying non-pressure NP3 class 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: Medium Duty, Laying Mechanically/manual | item code 271 | ||
| 272 | 272 | i) 600 mm dia. R.C.C. pipe | item code 272 | 10 | RM |
| 273 | 273 | Fire Water Piping- J3A | item code 273 | ||
| 274 | 274 | PART A -\nSUPPLY AND FIXING / FABRICATION/ ERECTION WORKS | item code 274 | ||
| 275 | 275 | 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. | item code 275 | ||
| 276 | 276 | SUPPLY ITEMS: FOR PIPELINE WORKS\nSupply of MS Pipes\nPIPE: IS 1239 PART-1 | item code 276 | ||
| 277 | 277 | 100 NB, BBE | item code 277 | 226 | M |
| 278 | 278 | 150 NB, BBE | item code 278 | 202 | M |
| 279 | 279 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\n90 Deg LR elbow (1.5D) | item code 279 | ||
| 280 | 280 | Elbow 90 Degree LR (1.5D), Material: ASTM A234 GR.WPB, SMLS, BW, ASME B16.9 | item code 280 | ||
| 281 | 281 | 100 NB | item code 281 | 7 | EA |
| 282 | 282 | 150 NB | item code 282 | 28 | EA |
| 283 | 283 | 200 NB | item code 283 | 14 | EA |
| 284 | 284 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nEqual Tee | item code 284 | ||
| 285 | 285 | Equal Tee Material: ASTM A234 GR.WPB, SMLS, BW, ASME B16.9 | item code 285 | ||
| 286 | 286 | 100 NB | item code 286 | 1 | EA |
| 287 | 287 | 150 NB | item code 287 | 3 | EA |
| 288 | 288 | 200 NB | item code 288 | 1 | EA |
| 289 | 289 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nUn Equal Tee | item code 289 | ||
| 290 | 290 | Material: ASTM A234 GR.WPB, SMLS, BW, ASME B16.9 | item code 290 | ||
| 291 | 291 | 200 NB x 200 NB x 150 NB | item code 291 | 5 | EA |
| 292 | 292 | Supply of following Slip On flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 | item code 292 | ||
| 293 | 293 | Material: ASTM A105, 150#, SO-RF, 125 AARH, ASME B16.5 | item code 293 | ||
| 294 | 294 | 100 NB | item code 294 | 5 | EA |
| 295 | 295 | 150 NB | item code 295 | 12 | EA |
| 296 | 296 | 200 NB | item code 296 | 2 | EA |
| 297 | 297 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nReducers (Concentric) | item code 297 | ||
| 298 | 298 | 150 NB x 100 NB | item code 298 | 2 | EA |
| 299 | 299 | 200 NB x 100 NB | item code 299 | 1 | EA |
| 300 | 300 | Supply, handling, erection, testing & commissioning of Cast Carbon Steel 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. | item code 300 | ||
| 301 | 301 | 100 NB (Including gate valve on Double Hydrant & WCFM) | item code 301 | 15 | EA |
| 302 | 302 | Supply of Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips. | item code 302 | ||
| 303 | 303 | 150 NB | item code 303 | 2 | EA |
| 304 | 304 | Supply of Y type (40 mesh) strainers as per specs and drawing for the hydrant / water piping system including fire water pumps & sprinkler/foam headers for the following LPM & pipeline sizes: | item code 304 | ||
| 305 | 305 | Y - TYPE STRAINER | item code 305 | ||
| 306 | 306 | 150 mm (Y type) & flowrate 2400 LPM | item code 306 | 1 | EA |
| 307 | 307 | Supply of CS butterfly Valve (#150) : Wafer Butterfly Vlv API 609 Cat.A CL150 RFTBE Lever Operator DI GGG40 Trim 1 to API 600 602 (13% Cr) EPDM Lining PN 16 API 598 " | item code 307 | ||
| 308 | 308 | 150 NB | item code 308 | 3 | EA |
| 309 | 309 | PART-B \nERECTION/ FIXING / FABRICATION / WELDING | item code 309 | ||
| 310 | 310 | LAYING & WELDING OF FIRE HYDRANT PIPELINES (ABOVE GROUND) IN ZONE-B\nLaying 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 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe 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)/ FH pump house and manifolds and painting the pipeline as per the specifications enclosed. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services)\nNote:\na. For the sizes of piping below 150 mm, direct stub connection shall be made on the headers with suitable pad plates and the rate quoted should include the same.\nPainting Scheme : Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. \n1. Surface Preparation as per SA 2½\n2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat\n3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat\nTotal Min DFT 90µ | item code 310 | ||
| 311 | 311 | 100 NB, BBE (IS 1239 PART-1) | item code 311 | 217 | M |
| 312 | 312 | 150 NB, BBE (IS 1239 PART-1) | item code 312 | 160 | M |
| 313 | 313 | 200 NB, BBE (API 5L Gr. B,) | item code 313 | 539 | M |
| 314 | 314 | Radiography inspection on 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. \nNote: 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. | item code 314 | ||
| 315 | 315 | 100 NB, BBE | item code 315 | 108 | EA |
| 316 | 316 | 150 NB, BBE | item code 316 | 90 | EA |
| 317 | 317 | 200 NB, BBE | item code 317 | 230 | EA |
| 318 | 318 | Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick gaskets with 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 Fire Water pipelines including provision of lugs. | item code 318 | ||
| 319 | 319 | 100 NB, BBE | item code 319 | 8 | EA |
| 320 | 320 | 150 NB, BBE | item code 320 | 16 | EA |
| 321 | 321 | 200 NB, BBE | item code 321 | 150 | EA |
| 322 | 322 | Fixing & Installation of the supplied CS GATE VALVE 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. \nNote: The rate quoted for the above items should include:\na. mechanical cleaning/greasing of the valves after erection.\nb. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.\nc. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.\n | item code 322 | ||
| 323 | 323 | Gate Valve | item code 323 | ||
| 324 | 324 | 100 NB | item code 324 | 15 | EA |
| 325 | 325 | 150 NB | item code 325 | 2 | EA |
| 326 | 326 | 200 NB | item code 326 | 1 | EA |
| 327 | 327 | Installation of supplied CS butterfly valves as per specifications enclosed for the monitor/ hydrant points as indicated on drawings including supplying and providing necessary gaskets/ fasteners etc complete including cleaning of the butterfly valves and painting the same in two coats of P3 primer and two coats of F5 finish paint as per specification of approved colour and shade and as per direction of Engineer-In-Charge.\n | item code 327 | ||
| 328 | 328 | 150 mm dia | item code 328 | 3 | EA |
| 329 | 329 | Fixing the supplied Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips. | item code 329 | ||
| 330 | 330 | 150 NB | item code 330 | 2 | EA |
| 331 | 331 | Installing the supplied Y type (40 mesh) strainers as per specs and drawing for the hydrant / water piping system including fire water pumps & sprinkler/foam headers for the following LPM & pipeline sizes:\nNote: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.\n | item code 331 | ||
| 332 | 332 | 150 mm (Y type) & flowrate 2400 LPM | item code 332 | 1 | EA |
| 333 | 333 | Laying of Underground Pipe lines | item code 333 | ||
| 334 | 334 | LAYING & WELDING OF FIRE HYDRANT PIPELINES (UNDER GROUND) IN ZONE-A & ZONE-B\nLaying 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 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe job includes dye penetration (DP) testing of pipeline joints as per approved QAP.\nUnderground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & doping the same as detailed in the enclosed specifications. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services). Note: a. Civil works for laying of UG hydrant pipeline will be paid separately. b. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.\ni) Sand blast to SA 2.5\nii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.\niii) Pypkote AW 4mm tape is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding. Holiday detection test to be conducted for ensuring leakproofnees. | item code 334 | ||
| 335 | 335 | 100 NB | item code 335 | 9 | M |
| 336 | 336 | 150 NB | item code 336 | 42 | M |
| 337 | 337 | 200 NB | item code 337 | 25 | M |
| 338 | 338 | Installation of Supplied of following fire-fighting equipment | item code 338 | ||
| 339 | 339 | Installation of IOCL supplied Remote operated High volume Long Range Water Monitors including the following :\n(a) Erection of Motors\n(b) Fixing of Proximity sensors\n(c) Erection of MOV Gate valve\n(d) Erection of Remote Control Panel\n(e) Fixing of Control & Junction Box\n(f) Laying of power cable from Control Panel to HVLR Motors\n(g) Laying of Control cable from Remote Control Panel to HVLR Signal Junction Box\n(h) Laying of Signal cable from Remote Control Panel to HVLR Signal Junction Box\n(i) Supply and Fixing of cable tray from Remote Control Panel to HVLR Junction Box\n(j) Glanding & termination of power , control & signal cables\n(k) Installation of Gaskets & stud bolts. as directed by IOCL or EIC\n(l) Making the stub connection with necessary reinforcement pad as applicable,\n(m) Suppiled foam container for HVLRM including erecting the same with necessary CC support as per specification and direction of site incharge.\n(n) Installation of suppiled Jet Ratio Control Pump(JRCP) for HVLRM including erecting the same with necessary CC support as per specification and direction of site incharge.\nNote:\na)The job also include the MS fabricated working platform wherever required without any extra cost.\nb) 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\n1000 / 2000 / 4000 GPM REMOTE HVLR MONITORS | item code 339 | 2 | EA |
| 340 | 340 | Installation of suppiled control panel assembly with necessary canopy of the HVLRM including supply and erecting the same on ISA 65 x 6 including necessary CC support pillars, painting as per IOCL specifications and directions of site in charge. | item code 340 | 2 | EA |
| 341 | 341 | Fixing the supplied FH line fittings on the Fire hydrant pipelines including supplying and fixing 3mm thick gaskets/ nuts/ studs and all other materials as per enclosed specifications and as directed at site.\nNote: The fittings shall be painted with two coats of F4 finish paint of approved colour and shade over 2 coats of P3 primer. The rates quoted should include the same.\n | item code 341 | ||
| 342 | 342 | Medium Expansion Foam Generator (MEFG) | item code 342 | 2 | EA |
| 343 | 343 | Water cum Foam Monitors | item code 343 | 7 | EA |
| 344 | 344 | Fabrication,Welding,Installation & Commissioning of Stand post for double hydrant points including fixing of supplied landing valves as per enclosed specification. Landing valves and Pipes shall be free issued by IOCL. | item code 344 | ||
| 345 | 345 | Double hydrant Points with individual control valves | item code 345 | 7 | EA |
| 346 | 346 | Fabrication of standard MS stand posts for hydrants from materials supplied by IOCL as per specification etc including painting the post in two coats of P3 primer and two coats of F4 finish paint etc complete and as per directions. \n | item code 346 | 7 | EA |
| 347 | 347 | Supplying and providing MS structural supports in ISA 65 X 6 for hose boxes supplied by IOC including cutting and welding and providing necessary CC 1:2:4 support pillars for the structures. The job also includes blast cleaning of the structures to SA 2 1/2 and painting with two coats of P3 primer and two coats of F4 finish paint as per specifications and as per colour and shade as directed by site in charge.\nNote : The stand shall be fixed with hose box at levels as indicated on drawings. | item code 347 | 7 | EA |
| 348 | 348 | PART C \nCIVIL WORKS - RCC CULVERTS | item code 348 | ||
| 349 | 349 | CIVIL WORKS | item code 349 | ||
| 350 | 350 | A - EARTHWORK | item code 350 | ||
| 351 | 351 | a) The prices for all excavations are to include for removing and clearing away all shrubs, bushes, roots etc. | item code 351 | ||
| 352 | 352 | 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. | item code 352 | ||
| 353 | 353 | 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). | item code 353 | ||
| 354 | 354 | 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 like well 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. | item code 354 | ||
| 355 | 355 | 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 cases where water / acid proofing would be accepted as per working drawings in such case the mode of measurement shall be as per IS : 1200 | item code 355 | ||
| 356 | 356 | f) Nothing extra shall be paid for sorting /screening of excavated materials to obtain good earth for filling. | item code 356 | ||
| 357 | 357 | g) Nothing extra shall be paid on account of any lift for disposal of excavated materials | item code 357 | ||
| 358 | 358 | h) Where excavation are made in excess of the depth required, the contractor shall at his own expense fill up to the desired level with lean concrete of mix 1:5:10 (1 Cement: 5 Coarse sand: 10 Graded stone aggregate 40 mm nominal size | item code 358 | ||
| 359 | 359 | 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. | item code 359 | ||
| 360 | 360 | j) Soft / loose soil also includes filled up earth / moorum. | item code 360 | ||
| 361 | 361 | k) The filling for earth / morrum or sand shall be done in layers not exceeding 20 cm in thickness (consolidated) with by Suitable means to achieve 90% dry density at Optimum Moisture Content corresponding to standard Proctor test & vibro compactor in confined spaces. | item code 361 | ||
| 362 | 362 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas including Back Filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering and disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. For all Lift and Lead.\nAll kinds of soil including ordinary rock. | item code 362 | 100 | Cu.M |
| 363 | 363 | Earth work in supply & filling for all works with good quality borrowed earth, free from vegetation, organic matters, boulders with all leads and lifts including cost of transportation, loading/ unloading, breaking clods, watering etc, complete as per directions of Engineer -in- Charge.The measurement shall be made on the basis of calculated compacted volume of earth, based on the contour surveys of level on site before filling and spot level after filling to be taken jointly with contractor after execution of work. | item code 363 | 55 | Cu.M |
| 364 | 364 | 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 disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed | item code 364 | 45 | SQM |
| 365 | 365 | CONCRETE WORK/ REINFORCED CONCRETE WORK | item code 365 | ||
| 366 | 366 | 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. | item code 366 | ||
| 367 | 367 | 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. | item code 367 | ||
| 368 | 368 | 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 equipments etc. as per approved working drawing. (Nothing extra shall be paid on this account). | item code 368 | ||
| 369 | 369 | 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. | item code 369 | ||
| 370 | 370 | 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. | item code 370 | ||
| 371 | 371 | 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.) | item code 371 | ||
| 372 | 372 | 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.) | item code 372 | ||
| 373 | 373 | h) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord with the details shown on the approved working drawings | item code 373 | ||
| 374 | 374 | i) Nothing extra shall be paid for any intricate concrete work for foundations of equipments 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. | item code 374 | ||
| 375 | 375 | 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 and even surface. | item code 375 | ||
| 376 | 376 | 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. | item code 376 | ||
| 377 | 377 | 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. | item code 377 | ||
| 378 | 378 | m) Concrete admixtures for workability if necessary, may be used in RCC if decided by Engineer-in-charge. No extra payment for mixing etc, shall be made on this account. | item code 378 | ||
| 379 | 379 | 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. | item code 379 | ||
| 380 | 380 | 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 foundation pits etc. | item code 380 | ||
| 381 | 381 | p) The prices are to include the supply of cement by the contractor. | item code 381 | ||
| 382 | 382 | q) Anti shrinkage compound used in grouting shall be paid separately. | item code 382 | ||
| 383 | 383 | r) Desired design mix shall be got approved from Engineer-in charge before commence of casting. | item code 383 | ||
| 384 | 384 | s) The source of supply for sand and stone chips shall be approved by IOCL. | item code 384 | ||
| 385 | 385 | 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. | item code 385 | ||
| 386 | 386 | Following additional points to be noted for Batch Mix Concrete(BMC) | item code 386 | ||
| 387 | 387 | a) BMC shall be setup within the plant premises as Directed by Engineer-in-charge. | item code 387 | ||
| 388 | 388 | b) Nothing extra should be paid for establishing and removal, after compliting of Job of such plant. | item code 388 | ||
| 389 | 389 | c) It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure. | item code 389 | ||
| 390 | 390 | d) Any loss of material shall be contractor’s responsibility. | item code 390 | ||
| 391 | 391 | e) Desired design mix shall be got approved from Engineer-in charge before Casting. | item code 391 | ||
| 392 | 392 | f) Any other taxes as levied by Govt. from time to time shall be deemed to be inclusive in the contract. | item code 392 | ||
| 393 | 393 | g) Suggested brand shall be used for preparing BMC & Cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope. | item code 393 | ||
| 394 | 394 | a) Cement brand to be used:\ni) Ultratech Cement\nii) J.K. Cement\niii) Coromandal King\niv) Birla Cement ACC\nv) Ambuja Cement\nvi) Dalmia Cement\nvii) Top Cement | item code 394 | ||
| 395 | 395 | B. PLAIN CEMENT CONCRETE | item code 395 | ||
| 396 | 396 | 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 the cost of shuttering:- | item code 396 | ||
| 397 | 397 | Concrete of mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | item code 397 | 6.48 | Cu.M |
| 398 | 398 | C. REINFORCED CEMENT CONCRETE | item code 398 | ||
| 399 | 399 | IN FOUNDATION & PLINTH: | item code 399 | ||
| 400 | 400 | Providing and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying and cost of centering, shuttering but excluding the reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge.\nNote :- \na. Minimun Cement content considered in this item is @410 kg/cum.)\nb. 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. Alternatevely, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nc. For small quantities (up to 5 cum per day), mixing & placing of concrete using mechanical mixer shall be permitted with the prior approval of IOC.\nd. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. | item code 400 | 70 | Cu.M |
| 401 | 401 | IN SUPERSTRUCTURE: | item code 401 | ||
| 402 | 402 | Providing and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, complete in all respects as per direction of Engineer-in-Charge, using cement as per approved design mix, including pumping of concrete to site of laying and cost of centering, shuttering but excluding the reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. This item includes extending the height of precast pedestal with in-situ concrete, as per site requirement, to maintain the bottom of pipe.\nNote :- \na. Minimun Cement content considered in this item is @410 kg/cum.)\nb. 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. Alternatevely, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nc. For small quantities (up to 5 cum per day), mixing & placing of concrete using mechanical mixer shall be permitted with the prior approval of IOC.\nd. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. | item code 402 | 1 | Cu.M |
| 403 | 403 | REINFORCEMENT & EMBEDMENTS | item code 403 | ||
| 404 | 404 | a) Wastage in cutting will not be paid for. Only 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. 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. | item code 404 | ||
| 405 | 405 | 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. | item code 405 | ||
| 406 | 406 | c) Rebars to be used:\ni) TISCO\nii) SAIL\niii) RINL(VIZAG STEEL)\niv) ESSAR\nv) JINDAL STEEL AND POWER | item code 406 | ||
| 407 | 407 | 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 and depths complete in all respects and as per direction of the Engineer-in-Charge. | item code 407 | ||
| 408 | 408 | Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | item code 408 | 13950 | Kg |
| 409 | 409 | STRUCTURAL STEEL | item code 409 | ||
| 410 | 410 | 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 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel joints, channels, angles, tees, flats, plates, lattice members built up / compound sections in columns, portals, girders, beams, bracings, trusses, purlins, rafters, staircase, steps, walkway, cat ladder with cages, platforms, cross overs , toe plates, side walling, trestles, Conveyor gantries, tube of 25NB, 35NB, 40NB, etc. including gusset plates, anchor plates, insert plate, hand rail etc., 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 ).\nProviding and applying Anticorrosive treatment to structural steel surface as per below specifications.\na) Surface preparation by shot blasting conforming to SA 2.5 \nb) Primer coat of INORGANIC ZINC ETHYL SILICATE, one coat of 75 – 80 micron DFT\nc) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT, one coat of 120 – 125 micron DFT\nd) Final coats of TWO PACK ALIPHATIC POLYURETHANE, two coats of 25 micron DFT \nTotal DFT shall be 230micron.Primer & paint shall be of approved make as specified by IOCL.\nPayment will be on the basis of weight of structural steel provided.\n | item code 410 | 1800 | Kg |
| 411 | 411 | Foam Concentrate Piping -A1M | item code 411 | ||
| 412 | 412 | PART A -\nSUPPLY OF PIPES | item code 412 | ||
| 413 | 413 | 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. | item code 413 | ||
| 414 | 414 | PROCUREMENT & SUPPLY OF PIPES | item code 414 | ||
| 415 | 415 | SS PIPES, Material: ASTM-A-312 TP304 NB, SMLS, AS PER ASME B36.19 | item code 415 | ||
| 416 | 416 | (Pipe Class A1M) | item code 416 | ||
| 417 | 417 | 25 NB, Sch 80S, PE | item code 417 | 10 | M |
| 418 | 418 | 40 NB, Sch 40S, PE | item code 418 | 9 | M |
| 419 | 419 | 50 NB Sch 40S, BE | item code 419 | 524 | M |
| 420 | 420 | 65 NB Sch 40S, BE | item code 420 | 50 | M |
| 421 | 421 | 80 NB Sch 80S, BE | item code 421 | 12 | M |
| 422 | 422 | PROCUREMENT & SUPPLY OF FLANGES | item code 422 | ||
| 423 | 423 | Material: ASTM A182 Gr. F304, 150#, SW-RF, 125 AARH, ASME B16.5 | item code 423 | ||
| 424 | 424 | 25 NB | item code 424 | 2 | EA |
| 425 | 425 | 40 MN | item code 425 | 10 | EA |
| 426 | 426 | 50 NB | item code 426 | 149 | EA |
| 427 | 427 | 65 NB | item code 427 | 3 | EA |
| 428 | 428 | 80 NB | item code 428 | 2 | EA |
| 429 | 429 | Blind Flanges, Material: A-182-F304, END-RF/125AARH As per ASME B16.5 | item code 429 | ||
| 430 | 430 | 65 NB | item code 430 | 3 | EA |
| 431 | 431 | 80 NB | item code 431 | 2 | EA |
| 432 | 432 | PROCUREMENT & SUPPLY OF PIPE FITTINGS | item code 432 | ||
| 433 | 433 | Elbow 90 Degree LR (1.5D), Material: A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting | item code 433 | ||
| 434 | 434 | 25 NB | item code 434 | 2 | EA |
| 435 | 435 | 50 NB | item code 435 | 30 | EA |
| 436 | 436 | PROCUREMENT & SUPPLY OF TEE | item code 436 | ||
| 437 | 437 | SS Tee, Material: A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting \nEqual Tee | item code 437 | ||
| 438 | 438 | 50 NB X 50 NB | item code 438 | 2 | EA |
| 439 | 439 | 65 NB X 65 NB | item code 439 | 4 | EA |
| 440 | 440 | SS Tee, Material: A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting \nUnEqual Tee | item code 440 | ||
| 441 | 441 | 65 NB X 40 NB | item code 441 | 2 | EA |
| 442 | 442 | 65 NB X 50 NB | item code 442 | 3 | EA |
| 443 | 443 | 80 NB x 50 NB | item code 443 | 4 | EA |
| 444 | 444 | PROCUREMENT & SUPPLY OF COUPLINGS | item code 444 | ||
| 445 | 445 | Material: ASTM A182 Gr. F304, SW-3000#, ASME B16.11\nHalf Coupling | item code 445 | ||
| 446 | 446 | 25 NB | item code 446 | 2 | EA |
| 447 | 447 | PROCUREMENT & SUPPLY OF REDUCERS | item code 447 | ||
| 448 | 448 | SS Reducer, Material: ASTM A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting\nReducer Concentric | item code 448 | ||
| 449 | 449 | 40 NB X 25 NB | item code 449 | 2 | EA |
| 450 | 450 | SS Reducer, Material: ASTM A403-WP304 Seamless, Beveled end and dimensions as per ASME B 16.9 & all fitting should be forged fitting\nReducer Eccentric | item code 450 | ||
| 451 | 451 | 50 NB x 40 NB | item code 451 | 2 | EA |
| 452 | 452 | PROCUREMENT & SUPPLY OF VALVES | item code 452 | ||
| 453 | 453 | PROCUREMENT & SUPPLY OF SS GATE VALVES | item code 453 | ||
| 454 | 454 | 40 NB, 800#, SW,BODY SS A182F316,TRIM SS316+STL | item code 454 | 1 | EA |
| 455 | 455 | PROCUREMENT & SUPPLY OF SS CHECK VALVES | item code 455 | ||
| 456 | 456 | 40 NB, 150#, FLG,BODY SS316 , TRIM SS316 | item code 456 | 2 | EA |
| 457 | 457 | PROCUREMENT & SUPPLY OF SS BALL VALVES | item code 457 | ||
| 458 | 458 | 40 NB, 150#, FLG, BODY SS316,TRIM SS3316 | item code 458 | 2 | EA |
| 459 | 459 | 50 NB, 150#, FLG, BODY SS316,TRIM SS3316 | item code 459 | 5 | EA |
| 460 | 460 | 65 NB, 150#, FLG, BODY SS316,TRIM SS3316 | item code 460 | 1 | EA |
| 461 | 461 | Supply of SS Basket Type Strainer with Davit Arm, Body- A351GRCF8M, Screen-SS316, RF FLGD. ASME B16.5 Class 150.\nStrainer should have drain pipe (A105 - 3/4" ) with Double Isolation ball valve | item code 461 | ||
| 462 | 462 | 50 NB | item code 462 | 2 | EA |
| 463 | 463 | 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# | item code 463 | ||
| 464 | 464 | 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 | item code 464 | ||
| 465 | 465 | 100 NB | item code 465 | 1 | EA |
| 466 | 466 | FOAM PUMPS WITH MOTORS & ACCESSORIES | item code 466 | ||
| 467 | 467 | Procurement, supply, packing & dispatching, drawings / documents of the machinery items along with drive motor, accessories & spares as per Technical specification enclosed . | item code 467 | ||
| 468 | 468 | Foam Pump - Capacity: 7 M3/hr & Head - 160 MLC (Main Pump) | item code 468 | 2 | EA |
| 469 | 469 | Foam Pump - Capacity: 5 M3/hr & Head - 31 MLC (Sump Pump) | item code 469 | 2 | EA |
| 470 | 470 | PART B | item code 470 | ||
| 471 | 471 | FABRICATION AND ERECTION | item code 471 | ||
| 472 | 472 | Laying of above ground SS 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. \nNote: Item includes providing repeated Purging operation to the line with required compressors, N2 or any other inert gas for fully draining the hydro-tested water from the pipeline | item code 472 | ||
| 473 | 473 | 25 NB, Sch 80S | item code 473 | 10 | M |
| 474 | 474 | 40 NB, Sch 40S | item code 474 | 9 | M |
| 475 | 475 | 50 NB Sch 40S | item code 475 | 472 | M |
| 476 | 476 | 65 NB Sch 40S | item code 476 | 16 | M |
| 477 | 477 | 80 NB Sch 80S | item code 477 | 12 | M |
| 478 | 478 | Fabrication & Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of SS 304 pipelines including pipe fittings\n (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 establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection. | item code 478 | ||
| 479 | 479 | 25 NB, Sch 80S | item code 479 | 3 | M |
| 480 | 480 | 40 NB, Sch 40S | item code 480 | 3 | M |
| 481 | 481 | 50 NB Sch 40S | item code 481 | 300 | M |
| 482 | 482 | 65 NB Sch 40S | item code 482 | 7 | M |
| 483 | 483 | 80 NB Sch 80S | item code 483 | 6 | M |
| 484 | 484 | Fixing the SS Gate / Ball valve / Check Valves/ Needle valve\nFor size 50 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 | item code 484 | ||
| 485 | 485 | 40 NB | item code 485 | 5 | EA |
| 486 | 486 | 50 NB | item code 486 | 5 | EA |
| 487 | 487 | 65 NB | item code 487 | 1 | EA |
| 488 | 488 | Installation of SS Strainers as per specification incl. supply of gaskets (with 200% spare quantity), PTFE, nuts & stud bolts conf to ASTM A-194Gr- 8 and ASTM A193 -B8.\nBasket Strainer | item code 488 | ||
| 489 | 489 | 50 NB | item code 489 | 2 | EA |
| 490 | 490 | Making SS flanged joints for both WNRF flanges and blind flanges including supply and Fixing of PTFE Gaskets (with 100% spare quantity), Nuts & stud bolts confirm to ASTM A194-8 & ASTM A193-B8 respectively. Foam Pipe | item code 490 | ||
| 491 | 491 | 25 NB, Sch 80S | item code 491 | 3 | EA |
| 492 | 492 | 40 NB, Sch 40S | item code 492 | 3 | EA |
| 493 | 493 | 50 NB Sch 40S | item code 493 | 149 | EA |
| 494 | 494 | 65 NB Sch 40S | item code 494 | 8 | EA |
| 495 | 495 | 80 NB Sch 80S | item code 495 | 6 | EA |
| 496 | 496 | Laying of Underground FOAM pipelines of steel pipe through 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 through hume pipes/ culverts and doping the same as per specifications.\nWelding of pipeline should conform to 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.\nNote: \n1) The rates quoted includes hydro testing the product pipelines at 15 Kg/cm2 and hydrant pipelines at 18 Kg/cm2 for a minimum period of 4 Hrs.\n2) Excavation if any shall be paid separately under respective item.\n3) Polyurethane Coating (100% Solvent Free) or High build Solvent Free Liquid Epoxy Systems of Steel pipes(UG)/Fittings/Specials/Flanges etc.\n4) The cost of Blast cleaning is in the scope of Bidder.\n5) The rates are inclusive of providing assistance during commissioning with necessary tools , tackles and manpower.\nNote: 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 just before/during commissioning with the product at no extra cost. | item code 496 | ||
| 497 | 497 | 50 NB | item code 497 | 52 | M |
| 498 | 498 | FOAM PUMPS WITH MOTORS & ACCESSORIES | item code 498 | ||
| 499 | 499 | 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 . | item code 499 | ||
| 500 | 500 | Foam Pump - Capacity: 7 M3/hr & Head - 160 MLC | item code 500 | 2 | EA |
| 501 | 501 | Foam Pump - Capacity: 5 M3/hr & Head - 31 MLC | item code 501 | 2 | EA |
| 502 | 502 | Fixing the Inline 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. | item code 502 | ||
| 503 | 503 | 100 NB | item code 503 | 1 | EA |
| 504 | 504 | Supply, fabrication,edge preparation & erection of pipe supports along with requirement of shoes, cradles, hangers, clamps (of all sizes/thicknesses), turn buckles, corrosion pads, stiffening rings, saddles, guides, special supports, pads, T post 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.\n\nCategory PS 1: Means carbon steel structural members and wrapper plates/corrosion pad plates (CS) and pipe trunnion.\n | item code 504 | ||
| 505 | 505 | NOTES: For Supply, Fabrication & Erection of supports \n\na) 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.\nb) Welding for supports shall include preheating and all tests such as dye-penetrant test, hardness test etc. as required by standards, codes, specifications and instructions of OWNER / OWNER REPRESENTATIVE.\nc) Pipe support includes structural’s & trunnion pipes.\n | item code 505 | 1.2 | MT |
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