Tender For Fabrication, Erection & Commissioning Of Ifr/Cr Vertical Ag Tanks Including Construction Of Reinforced Cement Concrete Ring Wall Foundation, Associated Pipeline, Electrical And Allied Work At Existing Dimapur Depot, Signal Basti, Dimapur,
Tender Value
8.75 Crore
Estimated cost
Bid Submission
26 Aug 2026
11 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kamrup Metro → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Fabrication, Erection & Commissioning Of Ifr/Cr Vertical Ag Tanks Including Construction Of Reinforced Cement Concrete Ring Wall Foundation, Associated Pipeline, Electrical And Allied Work At Existing Dimapur Depot, Signal Basti, Dimapur, Nagaland
BOQ
| Sl. No. | Item Description |
| 1 | PART A - CIVIL WORKS |
| 2 | EARTH WORK |
| 3 | Clearing grass and removal of the rubbish outside site premises and at unobjectionable place. |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to unobjectionable place. |
| 5 | 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 |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per relevant item.All kinds of Soil such as ordinary/hard soil, kankar, murrum, gravel, pebbles, bajri, removal of shrubs, uprooting the tree roots etc. and all types of material encountered in excavation including excavation of saturated soils, mud, sludge etc. |
| 7 | Note:a) The prices for all excavations are to include for removing and clearing away all shrubs, bushes, roots etc. including tank pad foundation. b) The prices are also to include for all leveling and ramming foundation beds, trimming of sides and bottom grading to proper level as required.c) Removal and carrying shall include for all loading, unloading and handling as may be necessary and also all necessary means of transport (Mechanical or manual as required). d) The prices are also to include removal of water accumulated due to subsoil seepage, rains or from any kind of sources, either by pumping or by bailing or by any suitable method 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.e) Normally payment of earth work shall be made according to the+B5 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.f) Nothing extra shall be paid for sorting /screening of excavated materials to obtain good earth for filling. |
| 8 | g) Nothing extra shall be paid on account of any lift for disposal of excavated materials.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.i) Rate shall include Royalty, Taxes, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account.j) Soft / loose soil also includes filled up earth / murrum.k) The filling for earth / murrum or sand shall be done in layers not exceeding 20 cm in thickness (consolidated) with Suitable means to achieve 95% dry density at Optimum Moisture Content corresponding to standard Proctor test compaction with vibroroller(8 to 10MT capacity) & vibro compactor in confined spaces.l) For other conditions please refer document. |
| 9 | i) All kinds of Soil |
| 10 | ii) Ordinary rock |
| 11 | iii) Hard Rock (Blasting Prohibited) chiesel/pneumatic drilling |
| 12 | Extra for levelling & neatly dressing of disposed surplus soil completely as directed by engineer in charge |
| 13 | Extra for every additional lift of 1.5m or part thereof in excavation in all kinds of soil |
| 14 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms, depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place IN ALL KIND OF SOILS |
| 15 | i) Pipes,cables etc. not exceeding 80mm dia |
| 16 | ii) For extra depth of >1.5m < 3m for dia upto 80mm |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 18 | Filling low lying areas with available excavated surplus earth within station premises (excluding rock) in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering for all Lift and Lead as per direction of Engineer-in-Charge / Site in charge. |
| 19 | RCC RING WALL/SAND PAD FOUNDATION FOR TANKS |
| 20 | HARD-CORE SOLING: Providing and laying dry stone hard rubble/boulder soling of required thickness under floor, ramps, walls, foundation, trenches, etc. & for similar situations at plinth level/ below plinth level including watering, ramming, Bliding, and well consolidating, laying in regular lines , levels, interstices, filled with smaller stones /chips of appropriate size [with material confirming to grade-I (size 75 mm to .075 mm)] and sand consolidated with copious watering as specified & finished to the required level, complete as per specification compacting with vibratory power & direction of by site engineer. The soling shall be laid and hand packed true to grade and section and these shall be often checked by borning rods,temple boards,fish line,etc..The grades sections etc.of soling shall correspond to those of the surfacing coming thereon.The soling thus laid shall be finished by knocking out projecting stones and filling depressions by chips to reach up to the grade & camber. (Payment shall be made of finished compacted thickness of hard core) |
| 21 | Supplying and filling coarse sand of Zone III as per IS Code, in plinth, under floors, under ground tanks & tank foundations etc. in layers not exceeding 200mm in depth, each deposited layer shall be compacted by mechanical vibration (Vibro-roller) and watering (consolidation) and dressing complete to as to attain relative density not below 90 to 95% of maximum laboratory density. Last layer of tank foundation to be prepared in desired slope as per drawing and as per technical specifications.Note:The rate quoted should include testing of compacted layers of sand with necessary equipment/laboratory tests etc in order to achieve desired relative density for the compacted layers. |
| 22 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 23 | i) Local Fine Sand within grading zone IV |
| 24 | 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. |
| 25 | Supplying and laying bituminous carpet (anti corrosive layer) of 75mm thick for sand/tank pad foundation in two layers using bitumen and stone grit mix made by throughly mixing dry stone grit with cut back Bitumen of grade VG-10 heated to about 105 degree Celsius to 115 degree Celcsus, @100kg/Cum of sand grit of fineness modulus 3.5max, consolidation, rolling the surface to the required slope etc., complete as per drawing and instruction at site. Item includes laying of 1000 micron (1mm) black LDPE liner as per IS 2508 under the desired layer of sand. Payment of LDPE sheet and sand below & over the LDPE shall be paid separately. |
| 26 | Providing and injecting chemical emulsion for pre-constructional anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along external perimeter of building, expansion joints, surrounding of pipes & conduits etc. @ 1 litre per hole , 300 mm apart including drilling 12 mm dia holes and plugging with cement mortar 1:2 to match the floor complete as per IS specifications (IS:6313) confirming to manufacture and as directed by IOCL |
| 27 | Supply and erection of 32/40NB pipe(SA 106 Gr. B) Sch. 40 in tank ring wall with stone gravels (to be paid separately) at its one end inside the tank for draining of any leaked product , complete as per drawing and direction of Engineer-in-charge. |
| 28 | Providing and laying 40 mm and down size hard granite metal layer of 300 mm horizontal thickness as per specs.(Filter 1). |
| 29 | Providing and laying 12 mm and down size stone chips layer of 300 mm horizontal thickness as per detailed specs (Filter 2). |
| 30 | Providing & Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : i) Serrated with central bulb (225mm wide, 8-11mm thick) |
| 31 | CONCRETE WORK/ REINFORCED CONCRETE WORK |
| 32 | a) The prices for concrete in beds and slabs are to include for laying on any type of sub grade, laying to falls, or cambers and for preparing surfaces to receive concrete.b) All concrete surfaces shall be finished to a fair face to give a smooth and even surface. Nothing extra shall be paid on this account.c) The prices are to include leaving pockets, cut outs and holes and to provide wooden boxes or any other suitable arrangements in RCC for bolt holes in slab, beams, walls, foundation of equipments etc. as per approved working drawing. (Nothing extra shall be paid on this account).d) No deduction in RCC quantity shall be made for pockets and nothing extra shall be paid for providing pockets as mentioned in para 'C' above.e) Measurement of opening in concrete work/RCC work: For measurement of openings in concrete work / RCC works, shall be as per IS: 1200 Part-III.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.) |
| 33 | g) Threads of bolts etc. which have already been fixed in the pockets are to be greased and polythene sheet properly covered with gunny bags to protect it from damages from all sources. (Nothing extra shall be paid on this account.)h) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord with the details shown on the approved working drawings.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.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.k) The prices shall include working up or hacking of concrete surface for providing keys for further concrete work and shall also include all plane, rebated or grooved constructional and other joints. l) The design mixes of all controlled concrete of various grades shall be established by the contractor on the basis of weigh batching, at the beginning of work. In all concrete / RCC work graded coarse aggregate shall be used. Any concrete work with honey comb shall be rejected and the work has to be redone by the contractor at his own cost. |
| 34 | 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. 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.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.p) The prices are to include the supply of cement by the contractor. q) Anti shrinkage compound used in grouting shall be paid separately.r) The source of supply for sand and stone chips shall be approved by IOCL. |
| 35 | Following additional points to be noted for Ready Mix Concrete(RMC)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.b) Necessary schedule will have to be submitted by agency 3 days in advance so that proper coordination with Engineer-in-charge is done.c) It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure.d) Any loss of material shall be contractor’s responsibility.e) Submission of test results at RMC mixing plant site as well as casting site shall be contractors responsibilityf) Desired design mix shall be got approved from Engineer-in charge before placing order for RMC.g) Any toll taxes applicable to be borne by the contractor.h) Any other taxes as levied by Govt. from time to time shall be deemed to be inclusive in the contract.i) 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. |
| 36 | PLAIN CEMENT CONCRETE: 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:- |
| 37 | Plain Cement Concrete of mix 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 38 | Plain Cement Concrete of mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 39 | Plain Cement Concrete of mix 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
| 40 | REINFORCED CEMENT CONCRETE |
| 41 | IN FOUNDATION & PLINTH: Providing and laying in position, machine batched & machine mixed design mix M-25 grade reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete UP TO PLINTH LEVEL Note :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 42 | IN SUPER-STRUCTURE: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete ABOVE PLINTH & UP TO FLOOR 5 LEVELNote :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 43 | Providing M-30 grade concrete BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) for All works UP TO PLINTH LEVEL.IN FOUNDATION & PLINTH: Providing and laying in position, machine batched & machine mixed design mix M-30 grade reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-30 grade reinforced cement concrete UP TO PLINTH LEVEL Note :- a. Minimum Cement content considered in this item is @340 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M30 using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 44 | Providing M-30 grade concrete grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). for All works ABOVE PLINTH UPTO FLOOR 5 LEVELIN SUPER-STRUCTURE: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-30 grade reinforced cement concrete ABOVE PLINTH & UP TO FLOOR 5 LEVELNote :- a. Minimum Cement content considered in this item is @340 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M30 using mechanical mixer shall be permitted with the prior approval of IOC.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 45 | REINFORCEMENT: 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 d grade or more, 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. |
| 46 | Note:a) Wastage in cutting will not be paid. 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 unless otherwise approved. All other laps provided unless otherwise specified in the drawings shall not be measured and paid for. Weight of binding wire shall not be measured for payment. The prices are to include for the supply of all Reinforcement & Embedment at site by the Contractor.b) Reinforcement are to be tack welded in addition to binding by 18 SWG annealed wire wherever necessary to impart fixity. Bars of 28 mm dia & above shall also be provided with stitch weld in additions to binding with annealed iron wire and nothing extra will be paid for stitch welding. Stitch welding shall be done as per IS specifications. No extra claim shall be entertained on this account.c) Supplying, cutting, bending, hoisting, placing in position with proper precast concrete block cover and binding with 18 SWG annealed wire, high yield strength deformed bars as per IS: 1786 for all R.C.C works including all necessary handling at all heights and depths complete in all respects and as per direction of the Engineer-in-Charge. |
| 47 | Floor hardener of type Fosroc Nitoflor Hardtop or similar such as toprovide additional abrasion resistant of 250% or more. The material to be used as per the specifications of manufacturer in all respects to getbest results |
| 48 | SHUTTERING & CENTERING: Centering and shuttering including strutting, propping etc. with suitable materials as per Tender conditions & specifications and removal of form for: - |
| 49 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 50 | ii) RCC Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. |
| 51 | iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 52 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 53 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 54 | Supplying and fixing MS foundation/Anchor bolts with necessary GI nuts and washers of specified sizes,with suitable anchorage all conforming to relevant Indian Standards and as approved by Engineer-in-charge : |
| 55 | GROUTING:Providing grouting in pockets/bases etc (As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRA GP-2 or approved equivalent etc |
| 56 | STRUCTURAL STEEL |
| 57 | Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 or higher of I.S:1367 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel 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 coats of primers, undercoat and finish painting as per Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints )Providing and applying Anticorrosive treatment to structural steel surface as per below specifications.a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.Payment will be on the basis of weight of structural steel provided. |
| 58 | Supplying, providing, shop fabricated, steel pressed lock, erection of galvanised electro forged gratings comprising of shaped, grating and stair treads out of steel using 25x5mm/6mm flat bars and 6mm MS twisted Bars as per requirements duly welded/fixed/clamped to base frame and as shown in relevant drawings including galvanizing of gratings as per enclosed specifications.Note:- Finished size of grating laid shall be measured for the purpose of payment. Pitch of the main flat bars(25x5mm) shall be 33-35mm and the pitch of the 6mm twisted rod (cross members) shall be 100mm, the outer frame of grating of all sizes shall be 25x5mm/6mm FB or as per approved drawing. |
| 59 | BRICK WORK |
| 60 | Providing and laying Brick work with bricks of class designation 75 Including Scaffolding : |
| 61 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION UPTO PLINTH |
| 62 | ii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 63 | Supplying & providing brick pitching (brick soling) using good quality chamber burnt bricks (minimum 50 KSC compressive strength) laid flat (75 mm thk) to required slope and shape and pointing the joints in CM 1:3 for the sand pad apron and slope. |
| 64 | FLOORING |
| 65 | \\"Providing and fixing with 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Site Engineer.Flooring Tiles with size up to 60 x 60 CM in 10 mm thick cement mortar 1:4\\" |
| 66 | \\"Providing and fixing with 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Site Engineer.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)\\" |
| 67 | FINISHING |
| 68 | Plaster:Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 69 | i) 6 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 70 | ii) 12 mm cement plaster of mix1:4 (1 cement: 4 fine sand) |
| 71 | Providing and laying cement plaster on surfaces in two coats including curing etc. |
| 72 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. |
| 73 | Notea) The prices are to include for work at any height / depth and for all necessary scaffolding etc. as required.b) The prices shall also include for making to form key for plaster and for all work in narrow width formed angles, chamfered external angles and for making good the faces. c) Plastering shall be measured in sq. meter area of the surface to be plastered, as per IS: 1200 (Part XII). The rate shall include erecting and removal of scaffolding all labour, all materials, equipment, plants, tools and all incidental expenses to complete plastering, pointing, rubbing out joints, cleaning, wetting, filling with cement mortar, troweling etc. and making of drip moulds, grooves, vattas, bands etc. including curing.d) The prices are to include the supply of cement at site by the contractor.e) Sand used for plastering shall be from approved sources. |
| 74 | Providing and fixing 150 mm wide Chicken Wire mesh (Galvanised iron) between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. |
| 75 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.Note : Dosage - Per Bag of 50 Kg Cement Used |
| 76 | Providing and applying plaster of Paris putty/ acrylic base putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 77 | Distempering with 1st quality acrylic washable distemper (ready mixed) having VOC content less than 50gm/ltr of approved manufacturer, of required shade and colour complete as per manufacturer's specification with 2 or more coats |
| 78 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm |
| 79 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 80 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels. |
| 81 | i) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 82 | ii) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 83 | PART B- TANK FABRICATION, ERECTION & COMMISSIONING-AG CRVT/IFR |
| 84 | Submission of detailed working, fabrication drawings for CR & 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. |
| 85 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 86 | Fabricating, erecting, welding, testing & commissioning of annular, bottom, shell, 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 & CR 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. Scope includes lifting, stacking, loading, unloading of steel plates at & within 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, vaccum box testing or 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.a) CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank b) IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 87 | i) The plates for Shell, Bottom , Annular and Roof will be provided free of cost by IOC. ii) Steel plates for backing strips, wind girders, reinforcement plates for shell/roof manholes,nozlles,gusset plates etc, shall be in the scope of contractor and included under relevant SOR item of Tank Structurals, for which separate measurement & payment shall not be done undet this item.iii) Carrying out hydrostatic testing by filling the tank with water to maximum permissible height/full tank height, including supply of water, emptying and clearing after testing. Hydro-test for IFRVTs has to carried out two times, once before erection of internal floating roof and the second after erection of internal floating roof and seals. Procedure for hydrostatic test shall be as per tender/approved procedure of IOCL. Supply of corrosion inhibitors (if required subject to water condition) also included in the item as per direction/approval of Engineer-in charge.(iv) Testing of bottom plate lap welds with vacuum box method. Dye penetration test for the welding joints where vaccum box test is not possible, Chalk kerosene test for the periphery of the shell to bottom annular plate joints as per standard specification.v) Radiograph quality welding and carrying out spot radiography inspection of shell plates butt welds, manhole necks and other joints as per enclosed radiography procedure and specifications. |
| 88 | TANK STRUCTURALS: Supplying, fabricating, erecting, assembling, fitting and welding the Steel structurals for CR & IFR vertical tank of following size such as rafters, curb angles, settlement and/or other markers, backing strips, wind girders, reinforcement plates for shell/roof manholes,nozlles, gusset plates, circular vents (if any), handrailing on tank shell ,roof & stairways, stiffener plate, stinger plate, structurals for spiral straicase with landing platforms and gratings, platforms at foam pourer nozzles for testing foam system with monkey ladder, platform for water over-flow, 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 .a) IFRVT - 20 M Dia x 15.5 M Ht MS Tank b) CRVT - 16 M Dia x 14.5 M Ht Fire Water TankNote: All the landing platforms, staircase steps and/or gratings shall be of galvanised electro forged and to be paid separately. |
| 89 | APPURTENANCES:Supply, fabrication,erection,welding and testing of all appurtenances such as roof manholes with cover, shell manhole with cover & devit arm, shell nozzles(inlet & outlet, re-circulation, water draw-off, foam pourer etc), 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/top shell upto the bottom of tank area circular drain, Earthing boss/(s) as per drawing etc., including blind flanges for roof nozzles and complete.Note: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 elsewhere above in SOR. and combined gauge well unit which will be operated under relevant items of this schedule & as per IOCL's specifications and standard drawings.(b) No extra payment shall be made for supplying and welding reinforcement/ pad plates other than those specifcally mentioned in relevant item no of Tank Structurals.(c) 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. (d) All pipes and flanges required for shell and roof nozzles, shell & roof manholes, water draw-off pipe, expansion / pressure relief line, foam pourer, overflow arrangement for fire water tanks and for all other appurtenances shall be supplied by contractor. |
| 90 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 91 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 92 | Cleaning & painting of underside of bottom plates before laying as per the following scheme:- Shot/Grit Blasting to SA 2.5.- 1 coat of inorganic zinc ethyl silicate primer (P1) total DFT of 65-75 micrones- 2 coats of Amine adduct cured HB epoxy liner finish paint (F3), each coating of 100-125 microns DFT.Total min DFT shall be 265 microns |
| 93 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 94 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 95 | Gauge well and guide post (For 20 M Dia x 15.5 M IFR Tank) |
| 96 | Supply, fabrication and fixing gauge well as per enclosed drawing using Sch.40. Mild Steel pipe (seamless for 200mm & below) with necessary bracket supports, top flange,cover plate etc., complete for complete for 20 M Dia x 15.5 M IFR Tank (MS service) extending from rooftop to the bottom as per dwgs. Scope include painting as per specifications and payment is considered in the 'Internal Painting' item of SOR.a. 600mm dia. gauge well for IFR tanks of min 16m ht. b. 200mm dia. gauge well for IFR tanks for radar gauge of min 16m ht.c. 200mm dia. still well (to be provided inside 600mm dia gauge well) for radar gauge for IFR tank of min 16m ht.d. 80mm still well (to be provided inside 600mm dia gauge well) for temp. sensor for IFR Tanks of 16m ht.e. 80mm Nozzle for level switch.f. 200 mm dia gauge hatchg. 25 mm dia Pressure relief line (to be provided inside the 600mm dia still well) |
| 97 | \\"INTERNAL FLOATING ROOF (Non contact type): Design, supply, erection of SS-ALUMINIUM Internal floating roofs (Hybrid type) of SS 304L (1.5mm thick) tubular pontoon & Aluminium deck type (0.5mm thick) complete with supports, SS clamps, SS boltings, Primary mechanical shoe seal & secondary PE wiper seal, anti rotation cables, grounding cables, SS shoes for deck legs, support legs, vents, PVRV cum manway on deck,vents, column negotiators for dip pipe, ladder & radar gauge pipe, guide wells & other penetrations with seals & any other items required for functioning of the roof. All wetted parts to be SS304L. As per API 650 Annexure H and as per IOCL's specifications in Tender and standard drawings.IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 98 | FIXED FOAM POURER SYSTEMThe item includes the following:a) Designing the system for spray of foam solution in CR IFRVT tanks (MS Service) as per laid down guidelines in OISD 244/117 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/PMC.b) 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, required number of vertical risers main upto foam pourer including all fittings such as flanges, gaskets, fastners etc, risers shall be provided with flanged end till the bottom of tank with a provision to hooked up to the foam/hydrant main lines and down pipe for foam testing provision. Cost brackets / supports on tanks are included in the item and will not be measured seperately. c) Supply and installation of reqd. nos. & capacity of foam pourers d) Supply and installation of foam makers/ Orifice plate as reqd. to match flow rate.e) Supply and installation of 2 nos 25 mm dia. CS valve at the bottom of foam header with suitable flanges, couplings for draining the header.f) Supply and installation of Brackets, angle supports, pad plates, gusset plates for the header and branch pipesg) Painting the entire system as per specifications for tank external with specified colour code, including blast cleaning.h) Testing facilities for foam system comprising of 1 Tee just before entry into the tank with one branch directed outwards and two Gate valves one on each branch and down pipe till the bottom of tank & extended upto nearest drain in tank farm.j) Steel Scaffolding and any other material required for completion of work. (Steel scaffolding considered in tank fabrication) |
| 99 | Foam pourer system for IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 100 | WATER SPRAY SYSTEMDesign, supply, transportation to site, fabrication, erection, testing and commissioning of Fixed Water Spray System for CR vertical tanks as per specifications detailed below:a) Designing fixed water spray system for CR tanks as per laid down guidelines in latest revision of OISD-244/117. 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/PMC.b) 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 etc. 2 nos. risers shall be provided flanged end with a provision to hooked up to the hydrant main lines, from opposite sides. Cost of brackets / supports on tanks shall be included in the item and shall not be measured separately.c) S/I of sprinkler nozzles bronze UL approved, on branch ring pipe so as to achieve reqd. flow rate.d) S/I of 2 nos 25 mm dia. CS ball valve at the bottom of vertical riser with couplings for draining the riser.e) Brackets, angle supports, pad plates, gusset plates for the header and branch pipes.f) Painting the entire system as per specifications given in water spary system scope of work.g) Steel Scaffolding and any other material required for completion of work. (Steel scaffolding considered in tank fabrication) |
| 101 | Water Spray system for IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 102 | External Scaffolding.Supplying, providing of safe tubular double stage (box type) scaffolding outside the tank as per specification & satisfaction of location in charge. After use, the same shall be dismantled and taken away by the contractor. Payments shall be made for actual area of scaffolding provided based on requirement. Area of scaffolding will be measured on the basis of actual height of scaffolding provided multiplied by actual average length of scaffolding provided. |
| 103 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 104 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 105 | Internal Scaffolding.Supplying, providing of safe tubular double stage (box type) scaffolding outside the tank as per specification & satisfaction of location in charge. After use, the same shall be dismantled and taken away by the contractor. Payments shall be made for actual area of scaffolding provided based on requirement. Area of scaffolding will be measured on the basis of actual height of scaffolding provided multiplied by actual average length of scaffolding provided. |
| 106 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 107 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 108 | Calibration.Conducting calibration of the tanks with strapping method or by \\"Optical Reference & Line Methodology\\" method or other suitable method as per W&M dept 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. Item includes cost towards statutory payment to be made to the authorities and all other incidental costs. The calibration has to be conducted through W & M authorities and certified calibration charts in Triplicate to be submitted. |
| 109 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 110 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 111 | CALIBRATION OF TANKS:Item includes bottom calibration with actual physical measurement by water meter till datum plate & calibration of tank shell by strapping periphery of different strakes above and below the horizontal weld joints OR by \\"Optical Reference & Line Methodology\\" method.In case, the calibration is done by strapping method, double stage scaffolding with MS structures / pipes is also included in this item.Item includes cost towards statutory payment to be made to the authorities and all other incidental costs.Item includes preparation & submission of calibration charts in quadruplicate duly approved by the tank calibration authority.Water required for the calibration till datum plate shall be provided by IOCL within terminal premises or paid for separately as per water supply item rate in this contract. Handling of water for calibration till datum plate level including provision of water conveying pipes, water pumps, all material and labour, as required shall be arranged by the contractor & is inclusive in the rate. It is also inclusive of all neccessary arrangements to pump the water into tank & to drain out the water also at no extra cost to IOCL. This rate is universally applicable for all tank sizes & capacities. |
| 112 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 113 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 114 | Shot / Grit blasting and painting the INTERNAL surface of Mild Steel 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 entire 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 labour, materials, etc., complete in all respects as per technical specification mentioned in the scope of work and instructions at site. Paint Specification- Shot/Grit Blasting/ Surface preparation to SA 2.5.- Primer: Inorganic Zinc Ethyl Silicate (P1) (DFT 65-75 microns) (1 coat)- Intermediate: Epoxy Zinc Phosphate (P5) (DFT 35-40 micron) (1 coat)- Final Coat: Two coats of Amine Adduct Cured HB Epoxy Tank Liner (F3) (DFT 100-125 micron each coat)- Total minimum desired DFT of 300 microns.Note: Cost of scaffolding is not considered for this item since the same is measured separately. |
| 115 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 116 | Shot / Grit blasting and painting the INTERNAL surface of Mild Steel CR Fire Water 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 storage tanks upper side surfaces of bottom plate, roof inside, inside entire surfaces of shell and including curb angle & shell extentions including structurals & including all the appurtenances inside the tank such as tank nozzles, dip pipes etc., covering the entire inside of the tank and all surfaces and appurtenances, labour, materials, etc., complete in all respects as per technical specification mentioned in the scope of work and instructions at site.Paint Specification- Shot/Grit Blasting/ Surface preparation to SA 2.5.-Primer: One coat of Two pack epoxy polyamide zinc phosphate primer (P2) 70-75 micron, -Finish coat:- Two coats of Solventless HB Epoxy Liner (F4) 250 micron each coat.Total minimum desired DFT: 570 micronFinal paint shades shall be as approved by IOCL.Note: Cost of scaffolding is not considered for this item since the same is measured separately. |
| 117 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank |
| 118 | EXTERNAL PAINTING OF PRODUCT TANKS (ALL PRODUCTS AND WATER) :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, roof, 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.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 min three places on the shell as per IOC standards. 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. Paint Specification- Shot/Grit Blasting to SA 2.5.a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.Note: Cost of scaffolding is not considered for this item since the same is measured separately. |
| 119 | IFRVT - 20 M Dia x 15.5 M Ht MS Tank |
| 120 | CRVT - 16 M Dia x 14.5 M Ht Fire Water Tanks |
| 121 | Erecting temporary mobile fire screen wall around the place where hot works is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. |
| 122 | Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position temporary fire screen wall of minimum heigth 3 mtr and upto 8.0 mtr, 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 temprory fire screen wall carting away the dismantled materials from site redoing the entire existing surface to the original condition etc complete.The fire screen wall including the foundation is to be designed and approved by a '' licensed structural Engineer'' and should be suitable for local soil bearing capacity, wind speed etc. |
| 123 | PART C - MECHANICAL EQUIPMENT WORKS |
| 124 | SUPPLY,INSTALLATION,TESTING & COMISSIONING OF ELECTRIC MOTOR DRIVEN FIRE WATER JOCKEY PUMP |
| 125 | NOTE:-1) TPI for wittness / stage inspection shall be in the scope of the contractor as per list of TPIs given in tender document.\\"2) Accessories: Local Control panel (LCP), Soft starter panel, automatic starting arrangement, motor-pump coupling gearbox with non-sparking guard, matching flanges (conforming) with nut & bolts, gaskets, consumables, compulsory erection & commissioning spares if any, first fill of lubricants, fuels, Special Tools Tackles etc.3) FAT & Commissioning: Configuration, Interfacing, assistance in erection at site, Integrated Testing & Commissioning. The electric motor driven pump shall be started automatically and stopped manually. Provision of signal output for remote operation and supervision shall be available for End user. Bidder scope shall be limited to supply of local control panel, LCP to main control room supply of cable shall be provided by IOCL however in casre of shortage same may be arranged by bidder.4) Warranty: 12 months from the date of commissioning or 18 months from date of supply, whichever is earlier ( During warranty period vendor should provide preventive & break down assistane including of supply of spares & consumables).5)Clearance of all materials as per agreed QAP to be firmed up after placement of order by the Corporation. |
| 126 | SUPPLY ITEMS: FOR PIPELINE WORKS |
| 127 | Supply of MS Pipes |
| 128 | MS PIPE: IS-1239 Gr.C Heavy Duty |
| 129 | 150 mm dia |
| 130 | 100 mm dia |
| 131 | 80 mm dia |
| 132 | 50 mm dia |
| 133 | 25 mm dia pipe |
| 134 | 20 mm dia pipe |
| 135 | 15 mm dia pipe |
| 136 | Supply & Fixing of B-class G.I. pipe conforming to IS: 1239 for cable protection burried in concrete/ PCC / Brick work or under Earth including cutting to size, threading, bending etc of following sizes |
| 137 | 50 mm dia G.I. Pipe |
| 138 | 75 mm dia G.I. Pipe |
| 139 | 100 mm dia G.I. Pipe |
| 140 | 150 mm dia G.I. Pipe |
| 141 | Supply of following Slip On flanges (SORF) conforming to ASTM A-105 Class 150 |
| 142 | 500 mm dia |
| 143 | 400 mm dia |
| 144 | 350 mm dia |
| 145 | 300 mm dia |
| 146 | 250 mm dia |
| 147 | 200 mm dia |
| 148 | 150 mm dia |
| 149 | 100 mm dia |
| 150 | 80 mm dia |
| 151 | 50 mm dia |
| 152 | 25 mm dia |
| 153 | 15 mm dia |
| 154 | Supply of following BLRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 |
| 155 | 500 mm dia |
| 156 | 400 mm dia |
| 157 | 300 mm dia |
| 158 | 200 mm dia |
| 159 | 150 mm dia |
| 160 | 25 mm dia |
| 161 | 20 mm dia |
| 162 | 15 mm dia |
| 163 | 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 and dimensions as per ASME B 16.5.Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. |
| 164 | 90 Deg LR elbow (1.5D) |
| 165 | 300 mm dia Thk-6.30 |
| 166 | 150 mm dia Thk-5.4 |
| 167 | 100 mm dia Thk-5.4 |
| 168 | 80 mm dia Thk-4.8 |
| 169 | 65 mm dia Thk-4.5 |
| 170 | 50 mm dia Thk-4.5 |
| 171 | 25 mm dia Thk-4.0 |
| 172 | 15 mm dia Thk-3.2 |
| 173 | 45 Deg LR elbow (1.5D) |
| 174 | 200 mm dia Thk-6.30 |
| 175 | 100 mm dia Thk-5.4 |
| 176 | 80 mm dia Thk-4.8 |
| 177 | 50 mm dia Thk-4.5 |
| 178 | 25 mm dia Thk-4.0 |
| 179 | Equal Tee |
| 180 | 200 mm dia Thk-6.30 |
| 181 | 150 mm dia Thk-5.4 |
| 182 | 50 mm dia Thk-4.5 |
| 183 | 40 mm dia |
| 184 | 25 mm dia Thk-4.0 |
| 185 | 15 mm dia |
| 186 | Reducers (Concentric) |
| 187 | 3\\"x2\\" (Thk. 4.8x4.5 mm) |
| 188 | 3\\"x1.5\\" (Thk. 4.8x4.0 mm) |
| 189 | 10\\"x8\\" (Thk. 6.3x6.3 mm) |
| 190 | 10\\"x6\\" (Thk. 6.3x5.4 mm) |
| 191 | Reducers (Eccentric) |
| 192 | 4x3\\" (Thk. 5.4x4.8 mm) |
| 193 | 4x2\\" (Thk. 5.4x4.5 mm) |
| 194 | 14X12\\" (Thk. 6.3x6.3 mm) |
| 195 | 14X10\\" (Thk. 6.3x6.3 mm) |
| 196 | Supplying the following sizes of CS Check Valves (flanged) -150 class as per Specification |
| 197 | Supplying the following sizes of CS Ball Valves (flanged)-150 class Fire Safe as per Specification |
| 198 | 15 mm NB |
| 199 | 50 mm NB |
| 200 | Supplying the following sizes of CS Gate Valves (flanged)-150 class Fire Safe as per Specification |
| 201 | 15 mm NB |
| 202 | 25 mm NB |
| 203 | 50 mm NB |
| 204 | 80 mm NB |
| 205 | Supplying the following sizes of CS Globe Valves (flanged)-150 class Fire Safe as per Specification |
| 206 | 50 mm NB |
| 207 | Supply and installation of Half Coupling as per enclosed technical specifications, |
| 208 | Size-25mm dia, ASME B16.11, ASTM A350 Gr. LF2, SW, 3000# |
| 209 | Size-20mm dia, ASME B16.11, ASTM A350 Gr. LF2, SW, 3000# |
| 210 | Size-15mm dia, ASME B16.11, ASTM A350 Gr. LF2, SW, 3000# |
| 211 | Dismantling & stacking of CI/GI/MS/SS pipe (of any specification) anywhere inside of IOC location |
| 212 | 300 mm dia Pipe |
| 213 | 250 mm dia Pipe |
| 214 | 200 mm dia Pipe |
| 215 | 150 mm dia Pipe |
| 216 | 100 mm dia Pipe |
| 217 | 80 mm dia Pipe |
| 218 | PART D - PIPING WORK |
| 219 | LAYING & WELDING OF FIRE HYDRANT PIPELINES (ABOVE GROUND) IN ZONE-BLaying 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. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ 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)Note:a. 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.Painting Scheme : Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 1. Surface Preparation as per SA 2½2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coatTotal Min DFT 90µ |
| 220 | 500 mm dia pipe |
| 221 | 400 mm dia pipe |
| 222 | 350 mm dia pipe |
| 223 | 300 mm dia Pipe |
| 224 | 250 mm dia pipe |
| 225 | 200 mm dia pipe |
| 226 | 150 mm dia pipe |
| 227 | 100 mm dia pipe |
| 228 | 80 mm dia pipe |
| 229 | 50 mm dia pipe |
| 230 | 25 mm dia pipe |
| 231 | 20 mm dia pipe |
| 232 | 15 mm dia pipe |
| 233 | 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. Note: The rate quoted for the above items should include:a. mechanical cleaning/greasing of the valves after erection.b. supplying and painting the valves/ fittings etc. with two coats of P3 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.c. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk. |
| 234 | 500 mm dia |
| 235 | 400 mm dia |
| 236 | 350 mm dia |
| 237 | 300 mm dia |
| 238 | 250 mm dia |
| 239 | 200 mm dia |
| 240 | 150 mm dia |
| 241 | 100 mm dia |
| 242 | 80 mm dia |
| 243 | 50 mm dia |
| 244 | 25 mm dia |
| 245 | 20 mm dia |
| 246 | 15 mm dia |
| 247 | 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. |
| 248 | 80 mm dia |
| 249 | 50 mm dia |
| 250 | Welding of the supplied CS WNR/SOR flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. |
| 251 | 500 mm dia |
| 252 | 400 mm dia |
| 253 | 350 mm dia |
| 254 | 300 mm dia |
| 255 | 250 mm dia |
| 256 | 200 mm dia |
| 257 | 150 mm dia |
| 258 | 100 mm dia |
| 259 | 80 mm dia |
| 260 | 50 mm dia |
| 261 | 25 mm dia |
| 262 | 15 mm dia |
| 263 | 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. |
| 264 | 500 mm dia |
| 265 | 400 mm dia |
| 266 | 350 mm dia |
| 267 | 300 mm dia |
| 268 | 250 mm dia |
| 269 | 200 mm dia |
| 270 | 150 mm dia |
| 271 | 100 mm dia |
| 272 | 80 mm dia |
| 273 | 50 mm dia |
| 274 | 25 mm dia |
| 275 | 15 mm dia |
| 276 | Leaks / Bursts (Attributable to Owner):All works for leak/burst (occurring during hydrostatic testing) including necessary repair/replacement of defective pipe length, including cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re hydro testing of the pipe segment including providing all necessary equipments, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Engineer-in-Charge.Note : This rate shall be applicable for manufacturing defects in Company supplied materials only. |
| 277 | RE-PAINTING OF PRODUCT / HYDRANT PIPELINE IN ZONE-B: Painting of External surface including color coding of Mild Steel above ground Pipeline & Fittings such as valves, flanges etc. as per the attached technical specification and direction of Site engineer.Surface preparation: St-2/St-3Primer: P3-Red Oxide Zinc Phosphate Primer : One Coat : DFT 30-35µFinishPaint: F2-Aluminium Finish Paint : Two Coats: DFT 15-20µ per coatTotal min DFT : 60µThe items include supply of paints and other required material, scafolding, labours, tools and tackles etc. |
| 278 | 500 mm dia pipe |
| 279 | 400 mm dia pipe |
| 280 | 350 mm dia pipe |
| 281 | 300 mm dia Pipe |
| 282 | 250 mm dia pipe |
| 283 | 200 mm dia pipe |
| 284 | 150 mm dia pipe |
| 285 | 100 mm dia pipe |
| 286 | 80 mm dia pipe |
| 287 | PART E- DESIGN, SUPPLY & PROVIDING SACRIFICAL ANODE SYSTEM FOR FIRE WATER TANKS: CRVT - 16 M Dia x 14.5 M Ht Fire Water Tank-2NOS |
| 288 | Supply of Sacrificial Anodes AL-ZN (Combination) Alloy manufactured as per NACE RP0387 of 10 Kgs (Net Weight) of size/ dimensions as per OEM standard (Type: Slender standoff/ Elongated Flush mounted/ Bracelet/ Weld-on) with MS Flat Bar Insert of 50 mm thick x 6 mm Wide, 10 mm thick Reinforcement pad plate of minimum 100 mm x 100 mm size. |
| 289 | Supply of Standard Reference Electrodes (Cu-CuSO4 half cell or Calomel Reference Cell or Silver-Silver Chloride Cell or Zinc Reference Cell) with insulated copper wires & appropriate mounting arrangements in MS structural frame/ clamps etc |
| 290 | Supply of Terminal Box powder coated with IP 67 enclosure, ISI Marked Digital meter with a sensitivity of (+/-) 0.01 Volts inlcuding push button with multiway selector switch including necessary mounting arrangement in MS structural frame/ clamps etc |
| 291 | Installaton of supplied Anodes with Reinforcement pad plates of 10 mm thick of appropriate size by welding on to the bottom / shell plates up to full tank height including necessary localized scaffolding, re-painting of damaged surfaces as per enclosed specifications.Rates to include Vaccum Box Test & Dye Penetration test for all the Reinforcement pad plate weld joints. |
| 292 | Installation of supplied Standard Reference Electrodes at the top of the tank by welding the mounting arrangement etc |
| 293 | Installation of supplied Terminal box by welding/ clamping at top of the tank |
| 294 | PART F - ELECTRICAL WORKS [including Supply, installation, testing, commissioning (SITC) ] |
| 295 | Providing earthing with 100 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per IOCL standard Drwng. etc. all complete as per specif. & direction of Engineer-In-charge |
| 296 | Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 297 | i) 50 x 10mm G.I. Strip |
| 298 | ii) 75 x 6 mm G.I. Strip |
| 299 | iii) 50 x 6 mm G.I. Strip |
| 300 | iv) 32 x 6 mm G.I.strip |
| 301 | v) 8 S.W.G. G.I. Wire (bare) |
| 302 | vi) 8 S.W.G. Cu. Wire |
| 303 | vii) 20 x 3 mm Cu. Strip |
| 304 | viii) 25 x 5 mm Cu. Strip |
| 305 | PART G: Dismantling / Demolision |
| 306 | NOTE:-1) To complete the hot work & cold work job as per direction of EIC/ site engineer . 2) Dismantling of existing tank, compaction ramming of foundation including supply of equipements,consumables, labour, dismantling tools and tackles for completing the job in all respect as per direction of site enginneer.3) Dismantling of existing U/G ethanol tank shall be ground piping works of all types and sizes by isolation of the portion of the piping, depressurization,draining,opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work witha dequate precautions and safety.4) The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends,gaskets nuts, bolts etc. attached supports alongwith any instruments suchas pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc.necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.)5) The contractor shall indicate the piping system to be dismantledand shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of theOwner need not be retrieived, those items shall not be dismantled.6) Storage tank systems are to be removed in accordance with industry standards, which include, but are not limited to, compliance with workplace safety and health legislation, other permits and any other IOCL requirements.7) Tank serial numbers are to be recorded and noted on the Tank Removal Report. |
| 307 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer - in - charge. |
| 308 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 309 | ii) 1:4:8 or leaner mix (i/c equivalent design mix) |
| 310 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge. |
| 311 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 312 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. |
| 313 | Demolishing stone masonry manually/ by mechanical means including stacking serviceable material & disposal of unserviceable material out of site at unobjectionable place and as per direction of Engineer-in-charge: |
| 314 | Dismantling Steel work in single sections including dismembering and stacking within premises |
| 315 | i) R.S Joists |
| 316 | ii) Channels, angles, tees and flats etc |
| 317 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 318 | Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge : |
| 319 | i) Water bound macadam road |
| 320 | ii) Bituminous road |
| 321 | Dismantling Metal pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within premises as per direction of Engineer-in-charge : |
| 322 | i) 15 mm to 40 mm nominal bore |
| 323 | ii) Above 40 mm nominal bore upto 80mm |
| 324 | PART H -MISCELLENOUS WORK |
| 325 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement. Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil. |
| 326 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 327 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. |
| 328 | 110 mm diameter |
| 329 | 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 |
| 330 | i) 100 mm dia. R.C.C. pipe |
| 331 | ii) 150 mm dia. R.C.C. pipe |
| 332 | iii) 250 mm dia. R.C.C. pipe |
| 333 | iv) 300 mm dia. R.C.C. pipe |
| 334 | Providing and laying non-pressure NP3 class (Medium 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 |
| 335 | i) 600 mm dia. R.C.C. pipe |
| 336 | Transportation of equipment/valve/pipe from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose |
| 337 | Transportation of equipment/valve/pipe weight upto 10 MT : 0 - 30 Km |
| 338 | Transportation of equipment/valve/pipe weight upto 10 MT: Extra for each addtnl. Km above 30km. Distance will be calculated at one way basis. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender