Fabrication Erection Testing And Commissioning Of Mild Steel Vertical Storage Tanks, Petroleum Product And Fire Hydrant Piping Centralized Foam Feeding System Ows And Allied Works For The Upcoming Petroleum Storage Depot At Atchutapuram Ap
Tender Value
44.18 Crore
Estimated cost
Bid Submission
25 Apr 2022
0 days left
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Bank guarantee accepted
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Non-refundable
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Online
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NCB
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Location / State
atchutapuram → Andhra Pradesh
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Project Description
Fabrication Erection Testing And Commissioning Of Mild Steel Vertical Storage Tanks, Petroleum Product And Fire Hydrant Piping Centralized Foam Feeding System Ows And Allied Works For The Upcoming Petroleum Storage Depot At Atchutapuram Ap
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Apr-2022 | Corrigendum 1 | Date | 25-Apr-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Part A (Risk and Cost items) |
| 2 | Earthwork: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains or land development including dressing of sides & ramming of bottoms, lift, including removal of the excavated soil, providing shoring, strutting, dewatering as required & disposalofsurplusexcavatedsoilas directed within or outside the site at an unobjectionable place.Note: a. Payment shall be restricted to PCC lines only for building works.b. Tenderers to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer for calculation of earth volume using Simpson\"s Rule in case of land development/ cutting works.b. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) for land development/ cutting works as per the instructions of the Site Incharge. |
| 3 | In any kind of Soil up to 1.5 m depth |
| 4 | In any kind of Soil above 1.5 m depth & up to 3.0 m depth |
| 5 | In any kind of Soil above 3 m depth & up to 4.5 m depth |
| 6 | 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 SOILSNote: Payment shall be restricted to PCC lines only. |
| 7 | for Pipes, cables etc. Up to 300 mm dia in depths up to 1.5 m |
| 8 | FILLING |
| 9 | Filling available excavated earth (excluding rock) in Roads, Driveways,plinth, sides of foundations etc as per EIC in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming (mechanical means) with roller of 8T capacity and watering , within premises and including all leads, lifts. Note: Compaction under plinth should be done with plate or other vibrator as per direction of EIC. |
| 10 | Supply & filling imported earth of approved quality, inplot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density).Note:a. Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.b. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) as per the instructions of the Site Incharge.c. Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities have to be submiited for the parameters specified by IOC prior to undertaking filling in the site.d. Item rate is inclusive of applicable Royalty for the imported earth/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor.f. Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. |
| 11 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 12 | Supplyingand Local sand filling within the grading Zone IV or as approved by site incharge of fine aggregates specifiedinattached specifications, in plinth, under floors, pipeline corridors, landscaping, drain beds etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete |
| 13 | Supply & filling coarse sand of Zone III in SAND PAD foundation in layers not exceeding 200mm.Each deposited layer shall be compacted by mechanical vibration and watering to achieve minimum relative density 85 %. Last layer of sand pad to be prepared in desired slope. |
| 14 | DPC |
| 15 | Providing and laying damp-proof course 40mm thick with cement concrete1:2:4(1cement:2coarsesand:4gradedstone 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 aftercleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil. |
| 16 | SHUTTERING |
| 17 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for PCC/RCC in foundations, footings, bases of column (with Props or Tubular/ MS Structure or Metallic sheets or 12 mm thk waterproof ply as applicable, directions of the Site Engineer & per enclosed specifications) |
| 18 | for PCC/RCC in foundations, footings ( R/ wall/ Culvert etc), bases of column etc |
| 19 | Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 20 | Lintels,pedestal, beams plinth beams,girders bressumers and cantilevers for RCC |
| 21 | Columns, Pillars, Piers, Abutments ( Retaining Wall/ Culvert Wall),Posts and Struts for RCC. |
| 22 | Stairs, (excluding landings) except spiral-staircases for RCC |
| 23 | PCC |
| 24 | Plain & Reinforced Concrete Works (PCC/RCC): Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying (if required) but excluding the cost of centering, shuttering, finishing and reinforcement. Item includes 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 Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.Note:a. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.b. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.c. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.e. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.f. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.g. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer. |
| 25 | e. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.f. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.g. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.h. Portland Pozzolana Cement Shall be used. |
| 26 | 1 CEMENT:3 COARSE SAND:6 AGG. 20MM grade plain cement concrete (Min cement content considered @ 240 kg/cum) - At all levels |
| 27 | 1 CEMENT:1½ COARSE SAND:3 AGG. 20MM grade plain cement concrete (Min cement content considered @ 300 kg/cum) - At all levels |
| 28 | RCC |
| 29 | Providing and laying in position ready mixed concrete of M25 grade, manufactured in fully automatic batching plant andtransported to site of workin transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding thecostofcentering,shutteringfinishingandreinforcement including cost of admixtures in recommended proportions as per IS:9103toaccelerate/retardsettingofconcrete,improveworkability withoutimpairingstrengthanddurabilityasper direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). a. Portland Pozzolana Cement Shall be used. |
| 30 | i) M25 RMC for All works UP TO PLINTH LEVEL |
| 31 | ii) M25 RMC for All works ABOVE PLINTH UPTO FLOOR 5 LEVEL |
| 32 | M-30 design mix cement concrete(Min cement content considered @ 340 kg/cum) UP TO PLINTH LEVEL |
| 33 | M-30 design mix cement concrete(Min cement content considered @ 340 kg/cum)ABOVE PLINTH UPTO FLOOR 5 LEVEL |
| 34 | GROUTING |
| 35 | Providing grouting underbase plates with cement mortar 1:1 (1 cement : 1 coarse sand) including anti shrinkage compound with necessary finishing etc all complete as per directions of engineer-in-charge. |
| 36 | Providing grouting in pockets with cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 coarse aggregate 10 mm nominal gauge) including approved anti shrinkage compound as per manufacturer’s specifications with necessary finishing etc all complete as per directions of engineer-in-charge. |
| 37 | Providing & laying in position free flow non-shrink cementations grout with minimum 28 days compressive strength of 65 N/mm2, under Machine base plates, column base plates, anchor plates etc. including surface preparation, side shuttering as required, complete with all labour,materials, tools, tackles etc. as per manufacturer\"s specification & direction of Engineer-in-charge. |
| 38 | WEEP HOLE |
| 39 | Providing weep holes using PVC pipe of 75 mm dia (6 kg/sqcm) at regular intervals, inlcuding providing pebbles & sand packing/mesh for draining seepage water & as per directions at site. |
| 40 | REINFORCEMENT STEEL |
| 41 | Supply ofReinforcement (Corrosion Resistance Steel) for RCC including straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500D grade,Conforming to IS1786.Note: a. Rateincludes the cost of binding wire, laps, chairs & spacer barswhich shall not be measured for the purpose of payment.b. Reinforcement shall range from6 mm dia to 32 mm dia as per drawings.c. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings. |
| 42 | BRICK WORK |
| 43 | Brick Work (Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour). Approval of Brick Kiln source from Site Incharge |
| 44 | Brick work with F.P.S. (non modular) fly ash bricks class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) in foundation & UP TO PLINTH |
| 45 | Brick work with F.P.S. (non modular) fly ash bricks class designation 7.5in Cement mortar 1:4 (1 cement : 4 coarse sand) in superstructureABOVE PLINTH ANDUP TO FLOOR V LEVEL |
| 46 | Half brick masonry (115 mm thick) withF.P.S. (non modular) fly ash bricks class designation 5.0in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructureABOVEPLINTH & UP TO FLOOR V LEVEL inlcuding providing and placing in position 2 Nos. 6mm dia. M.S. bars, includingproviding 75mm thk. horizontal band in CC mix 1:2:4 atevery third course of half brick masonry. |
| 47 | STONE PITCHING |
| 48 | STONE PITCHING:stone pitching 225 mm thick including supply of stones and with raised & cut pointing with cement mortar 1:3 and preparing surface complete. |
| 49 | PlasteringNote: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including cur |
| 50 | Plastering & FinishingNote: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including curing, scaffolding etc. |
| 51 | In 6 mm thick cement plaster of mix 1:3 (1 cement: 3 coarse sand) with providing Neat cement punning for drains & other places as per the instructions of Site Engineer |
| 52 | In 12 mm thick Cement plaster of mix1:4 (1 cement: 4 coarse sand) |
| 53 | In 6 mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 54 | CHICKEN WIRE MESH |
| 55 | Providing and fixing 150 mm wide 24 SWG Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. |
| 56 | Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Site In-Charge. |
| 57 | PAINTINGNote: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including cur |
| 58 | Painting & Finishing (including Scaffolding & Curing)Note: All rates are inclusive of executing in a required pattern to be approved by IOC & all colour shades to be used as part of the pattern. |
| 59 | Providing and applying plaster of Paris putty of 2 mm average thickness over plastered surface to prepare the surface even and smooth complete |
| 60 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm |
| 61 | Finishing with Epoxy paint, 2 or more coats at all locations on steel work prepared & applied as per manufacturer\"s specifications including appropriate priming coat,preparation of surface, etc. |
| 62 | FLOORING |
| 63 | Flooring & FinishingNote:a. Payment shall be made on finished floor area/ dado/ skirting & finishing only. No extra payment shall be made towards additional thickness of bedding to match level of adjoining floors.b. Flooring shall be laid including patterns/ all colours to be provided during execution of works & as such cost quoted to include the same.c. Sample of Granite/Kota stones, Tiles, flooring sheets, wooden panel floors etc shall be approved by Site Engineer before ordering & delivering to site.d. Job includes supplying & providing water for curing as applicable. |
| 64 | Providing 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix :2gradedstoneaggregate6mmnominalsize)byvolume, hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2mm thick PVC strip at desired spacing, cost of nosing in steps Complete.Note: Item rate includes supplying and providing skin reinforcement in weld mesh 3 mm dia, 50 mm x 50 mm square to be provided in 40 mm thick CC floor mentioned above. |
| 65 | Providingandfixing18mmthickgangsawcutgranite (mirrorpolished premoulded and prepolished) machine cut for kitchen platforms, vanity counters,sills, jambs, urninal partition, counters,soffits, facias, dado, skirting, risers & similar locations of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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. |
| 66 | Extra for Edge Moulding for Granite Work |
| 67 | Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform, vanity counters & similar location in marble/Granite/stone work including necessary holes for pillar in marble/Granite/stone work including necessary holes for pillar |
| 68 | Extra for Opening for Wash Basin etc. |
| 69 | 40 mm thick Granolithic Flooring by adding admixture/hardener with non ironite componud. |
| 70 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness as specified by the manufacturer ) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Site Engineer in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointinginwhite cementmixed withpigment ofmatchingshade. |
| 71 | Providing & laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of1stquality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 72 | 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 |
| 73 | 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) |
| 74 | DRY STONEHARD RUBBLE SOLING |
| 75 | Providing and laying 150 mm thk (after consolidation) dry stonehard rubble soling under floor, ramps, walls, foundation, trenches, etc. & for similar situations at plinth level/ below plinth level including laying in regular lines , levels, interstices, filled with smaller stones /chips of appropriate size and sand consolidated with copious watering as specified & finished to the required level etc as instructed by site engineer. |
| 76 | LDPE SHEET |
| 77 | 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 sand pad, as shown in attached drawing. |
| 78 | RCC DRAIN COVER |
| 79 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25,of size1000x450x50mm, reinforced with 8mm dia four nos longitudinal & 9nos cross sectionalT.M.T.hoop bars,including providing 50mm dia perforations @100 to125 mm c/c, including providing edge binding with M.S. flats of size 50mmx 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 80 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c onboth ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/ccost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 81 | STRUCTURAL STEEL |
| 82 | \"Supplying and fixing, shop fabricated MS steel electroforged weldedgratings(hot dip galvanised as per IS : 2629 and tested as per IS :2633 and IS :6745) of approved make with quantity of zinc coating not beless than 9 N/m2 of surface area (0.12 mm uniform thickness) overdrains, stair treads etc. whereverrequired with maximum size of void/mesh in the grating limited to 33mm x 50mm includingwelding/fixing/clamping to base frame etc. complete in all respectsinclusive of cost of all labour, materials, tools, tackles etc. as perdrawings, specifications and direction of Site Engineer.\" |
| 83 | 6 mm thick chequered plate on cable trench & platform, inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc including applying priming coat of approved steel primer and painting as specified below:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 microns |
| 84 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 85 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : |
| 86 | i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate |
| 87 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate |
| 88 | iii) 20mm dia x 600mm long with 100 mm dia x 6 mm thick plate |
| 89 | iv) 20mm dia x 900mm long with 100 mm dia x 6 mm thick plate |
| 90 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 91 | vi) 32mm dia x 1125mm long with 100 mm dia x 8 mm thick plate |
| 92 | HAND RAIL |
| 93 | Providing & fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (all fittings included) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge. Exposed on walls or concealed in walls /others |
| 94 | 34.00 mm OD SS pipe |
| 95 | 48.60mm OD SS pipe |
| 96 | MS GRIL |
| 97 | Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round barsincluding applying priming coat of approved steel primer and painting as specified below:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 microns |
| 98 | ROOFING |
| 99 | Providing & fixingKlippon Galvalume steel profilesheets(size, shape and pitch of corrugation as approved by Site In-Charge) ofbare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Site In-Charge.Note: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. |
| 100 | Plain Sheet for Ridges & Barge Boards (500 - 600mm) |
| 101 | Plain Sheet for Gutter .(600 mm over all girth). |
| 102 | UV stabilised 2 mm thick plain FRP sheet |
| 103 | WATER PROFFING |
| 104 | Providing & laying water proofing treatment in sunken portion of WCs, bathroom etc.,by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment & sealing ofall joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 105 | SANITARY/PLUMBING/DRAINAGE-BOREWELL WORKS |
| 106 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 107 | Providing and fixing on wall face unplasticised Rigid PVC soil/ waste water pipes conforming to IS:13592 Type B including jointing with seal ring /clamp conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes inlcuding all bends & specials. |
| 108 | 110 mm diameter |
| 109 | 160 mm diameter |
| 110 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall |
| 111 | 15 mm nominal outer dia .Pipes. |
| 112 | 20 mm nominal outer dia .Pipes. |
| 113 | 25 mm nominal outer dia .Pipes. |
| 114 | 32 mm nominal outer dia .Pipes. |
| 115 | 40 mm nominal outer dia .Pipes. |
| 116 | 50 mm nominal outer dia .Pipes. |
| 117 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. |
| 118 | 15 mm nominal outer dia .Pipes. |
| 119 | 20 mm nominal outer dia .Pipes. |
| 120 | 25 mm nominal outer dia .Pipes. |
| 121 | 32 mm nominal outer dia .Pipes. |
| 122 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 123 | 25 mm nominal bore |
| 124 | 32 mm nominal bore. |
| 125 | 40 mm nominal bore |
| 126 | 50 mm nominal bore |
| 127 | Constructing brick masonry chamber for underground C.I. inspection chamberandbendswith50classdesignationbricksincement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600 x 850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 128 | Providing and fixing brass stop cock of approved quality(15 MM ) |
| 129 | Providing and fixing brass bib cock of approved quality :(15 mm) |
| 130 | Road Works |
| 131 | Preparation and consolidation of sub grade with Vibratory road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises. |
| 132 | Providing & laying 100mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape /shade and as per IOCL\"s specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 100mm thick paver blocks |
| 133 | Providing & laying 80mm thick factory made Lacquered finish Grey/ Coloured Pre-cast cement concrete, interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape ,shade and manufacturers and as per IOCL\"s specifications. The paver blocks shall have peripheral chamfer, with average crushing strength than 40 N/Sq.mm as per IS15658 maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm onthickness. The job includes supplying & laying a layer of 50mm thick clean course sand onthoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, fillingin the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete .(Payment for provision of edge restraints shall be made separately) |
| 134 | Construction of granular sub-base(GSB) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value -30, Thickness as desired ( in layers not exceeding 200 mm) by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippersto work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge. |
| 135 | i) With material confirming to grade-I (size 75 mm to .075 mm)having CBR value -30, Thickness as desired |
| 136 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) (in layers of not more than 150 mm ) wet mix macadam (WMM) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications of Engineer-in- charge. |
| 137 | Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with putty sealing compound (M/s.Fosroc - NITOFLOR FC 140 / Pidilite or equivalent) including cleaning, providing 32 mm dia Dowel bar with 40 mm Dia, 150 long G.I. pipe (Heavy Duty) with cap & filled with cotton waste etc complete as per drawings and as per directions of the site engineer. Note: a. The joint & the fiber board shall be for the entire depth of the concrete slab |
| 138 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge. |
| 139 | Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 12.00 |
| 140 | Dismantling |
| 141 | Demolishing C.C. /R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof 1000m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars. |
| 142 | SANITARY |
| 143 | Service Water / Drain WorksProviding and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for Service Water & other external applications. Rate is inclusive making, providing all specials for jointing etc |
| 144 | with B class 25 mm dia NB |
| 145 | with B class 50 mm dia NB |
| 146 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): |
| 147 | with 25 mm dia NB |
| 148 | with 50 mm dia NB |
| 149 | Providing and fixing gun metal non- return valve of approved quality (screwed end): |
| 150 | with 25 mm dia NB horizontal |
| 151 | with 50 mm dia NB horizontal |
| 152 | Constructing masonry Chamber 30x30x50 cm, inside with 50 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100 x 100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design, with Common burnt clay bricks of class designation 50 |
| 153 | Providing and layingNP2/ 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 |
| 154 | 150 mm dia pipe - NP2 |
| 155 | 300 mm dia pipe - NP2 |
| 156 | 450 mm dia pipe - NP2 |
| 157 | 600 MM dia pipe - NP3 |
| 158 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand : 8 gradedstone aggregate 40mmnominalsize) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 159 | Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (Heavy duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : with Common burnt clay bricks of class designation 50 |
| 160 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay bricks of class designation 50 |
| 161 | Extra for depth for manholes Size 90x80 cm, With common burnt clay bricks of class designation 50 |
| 162 | Extra for depth for manholes Size 120x90 cm, With common burnt clay bricks of class designation 50 |
| 163 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design:With 20x20 mm square bar |
| 164 | FABRICATION AND INSTALLATION OF ABOVEGROUND STORAGE TANK |
| 165 | The bidder shall refer to the “Schedule of Rates\" and \"Technical Specifications\" before quoting their Rates.The bidder shall note that the supply of Manpower, arranging all necessary instruments, tools, tackles, and plants and uprooting & cleaning of vegetations, if any, required for proper execution of the work, shall be their responsibility.VENDOR shall visit site to apprise themselves about site conditions, availability of man power, materials, safety requirements, project planning including fabrication and erection planning etc. for carrying out the work. These aspects shall be duly taken care of by them while quoting their price.The bidder shall note that the supply /procurement of all the materials unless mentioned otherwise,required for the job, shall be their responsibility.Clearing the site of all weeds, shrubs, bushes, grass and growth of any other vegetation, and otherobstructions etc. complete and disposing off the materials to an unobjectionable location irrespective of any lead and lift including supplying and filling the pits/hollows formed by removing the weeds, shrubs, etc. with approved selected earth, if required and as directed by IOCL/PDIL. No extra payment shall be made towards site cleaning & clearing.Compliance to Work Permit System, Statutory Requirement & formalities outside the plant premises is in the scope of the contractor. Contractor will abide by all the rules, regulations, byelaws and statutes etc. imposed by the government/ statutory authorities and other local authorities from time to time & during the execution period of this job.All testing as decided by PDIL / IOCL as per the approved ITP or otherwise shall have to be carried out by the bidder without any extra cost. |
| 166 | Fabricating, erecting, welding, testing & commissioning of Roof, bottom, shell, wind girdersetcincludingcutting, squaring, bevelling, rolling, etc., marking the plates for roof identification, lifting & placing the plates in position by any approved methods for the IFR & CR vertical tanksof 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 stockyardsincludingtransportation , Loadingat stockyard and Unloading at siteand 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,Chalk Kerosene Test for shell to bottom joint (on completion, tank has to be tested as per standards) etc. complete. |
| 167 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 168 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 169 | c) IFRVT - 10M Dia x 8M HT TRANSX Tank |
| 170 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 171 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 172 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 173 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 174 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 175 | The rate should include: |
| 176 | i) Steel plates for tank roof, bottom, annular plate, shell, wind girders, Bottom sump, RF pad for Shell Manholes included under this item will be provided free of cost by IOC. |
| 177 | ii)Carrying out hydrostatic testing by filling the tank with water to maximum permissible 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 roofand the second after erection of internal floating roof and seals. |
| 178 | (iii) Testing of bottom plate lap welds with vacuum box method. Dye penetration test for the welding joints where vaccum box testis not possible, Chalk kerosene test for the periphery of the shell to bottom annular plate joints as per standard specification. |
| 179 | vii)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. |
| 180 | Supplying, fabricating, erecting, assembling, fitting and weldingthestructuralsfor CR & IFR vertical tank offollowing sizesuch asrafters, curbangles, handrailing on tank shell ,roof & stairways, spiral straicase with landing platforms, shell extension, 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 approachcombined gauge well, pipe supports on tank shell, shear plates, pad plates on shell for welding of spiral staircase and hand railing,anchor bolts, anchor chair plate and 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 standarddrawings .Bottom sump & reinforcement plates for shell manholes is also included under this item. Roof structures shall be designed by Contractor before arriving at the final quantity. Scope includes vetting of roof strucutural drawings by IIT Mumbaia) IFRVT - 30M Dia x 14M HT MS Tankb) IFRVT - 14M Dia x 12M HT ETH Tankc) IFRVT - 10M Dia x 8M HT TRANSX Tankd) CRVT - 20M Dia x 13.5M HT HSD Tanke) CRVT - 40M Dia x 15.2M HT HSD Tankf) CRVT - 10M Dia x 8M HT BIO Tank g) CRVT - 9M Dia x 12M HT SLUDGE Tankh) CRVT - 22M Dia x 14M Ht FWT Tank |
| 181 | External Scaffolding.Providing and fixing double scaffolding system on the exterior side, up to required height using 40 mm/ 50 mm dia M.S. tubes 1.5 m centre to centre, horizontal & vertical tubes joining with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. andmaintaining it in a serviceable condition for the required duration as approved and removing the same thereafter .The scaffolding system shall be stiffened with bracings, runners, connection with the tank etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions, enclosed specifications and approval of Engineer in-charge. Scaffolding should be retained till the completion of painting/calibration.Note: Scaffolding shall be provided only in metallic tubular pipes. The scope of work involves submission of design, drawing & approval from IOCL before commencement of works. |
| 182 | Note: Alternatively, motor operated sky climbers with all safety features may also be used by the successful bidder in order to expedite the job. Job included providing, installing, operating the required number of sky climbers along with necessary team to operate the same at not extra cost to IOCL. Payment shall be released as per below item rates of scaffolding for each tank. Sky climber or scaffolding may require to be installed/ operated number of times by the bidder, however IOCL will consider payment for only one use for the entire circumference of each tank. |
| 183 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 184 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 185 | c) IFRVT - 10M Dia x 8M HT TRANSX Tank |
| 186 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 187 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 188 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 189 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 190 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 191 | Internal Scaffolding.Providing and fixing double scaffolding system on the interior side, up to required height using 40 mm/ 50 mm dia M.S. tubes 1.5 m centre to centre, horizontal & vertical tubes joining with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. andmaintaining it in a serviceable condition for the required duration as approved and removing the same thereafter .The scaffolding system shall be stiffened with bracings, runners, connection with the tank etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions, enclosed specifications and approval of Engineer in-charge. Scaffolding should be retained till the completion of painting/calibration.Note: Scaffolding shall be provided only in metallic tubular pipes. The scope of work involves submission of design, drawing & approval from IOCL before commencement of works. |
| 192 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 193 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 194 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 195 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 196 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 197 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 198 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 199 | Calibration.Conducting 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 andcertified calibration charts in Triplicate to be submitted. |
| 200 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 201 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 202 | c) IFRVT - 10M Dia x 8M HT TRANSX Tank |
| 203 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 204 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 205 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 206 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 207 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 208 | 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 andcertified calibration charts in Triplicate to be submitted. |
| 209 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 210 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 211 | c) IFRVT - 10M Dia x 8M HT TRANSX Tank |
| 212 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 213 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 214 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 215 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 216 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 217 | FABRICATION AND INSTALLATION OF UNDERGROUND STORAGE TANK |
| 218 | Submission of detailedfabrication drawings for underground horizontal tanksand 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. |
| 219 | a) 3 M Dia X 7.5M Length MS Tank |
| 220 | b) 3 M Dia X 10.5M Length BIO Tank |
| 221 | c) 2.11 M Dia X 6M Length HSD Tank |
| 222 | d) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 223 | Fabricating, erecting, welding and testing of shell, end plates,supports,etcincludingcutting, squaring, bevelling, rolling, etc., marking the plates for identification, lifting & placing the plates in position by any approved methods for the underground horizontal tanksof following size as per our specifications and drawings with Carbon Steel plates and all other items such as labour, materials, consumables, water, power, etc. supplied by the contractor.Rates quoted should include hydrostatic testing for tank (on completion, tank has to be tested as per standards) etc. complete in all respects.Note: a. Item rate should include shifting of steel plates within the premises of the project area and conducting various tests on tanks during fabrication as per attached TESTING PROCEDURE. Item includes Hydro-testing & Floatation testing.b. Item includes Radiographic Inspection of welds as per attached RADIOGRAPHIC INSPECTION PROCEDURE.c.Item includes installing & lowering except Civil items shall be paid as per respective items. |
| 224 | a) 3 M Dia X 7.5M Length MS Tank |
| 225 | b) 3 M Dia X 7.5M Length HSD Tank |
| 226 | c) 3 M Dia X 10.5M Length BIO Tank |
| 227 | d) 3 M Dia X 10.5M Length ETH Tank |
| 228 | e) 2.11 M Dia X 6M Length HSD Tank |
| 229 | f) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 230 | Supplying, fabricating, erecting, assembling, fitting & welding all the structurals & appurtenances for underground tanks of following sizes such as stiffening rings, nozzles, manholes, vents nozzles with pipe & its supports, dip pipes, holding down arrangement, mounting stool with accessories for vertical pumps, temperature hatch, nozzle for radar gauge, earthing boss with GI flat connection from tank to the pits, earthing pits, etc as per drawings. The job includes installation of tanks. Civil items shall be paid as per respective items.Note: Steel plates for U/G tank shell and headsshall be provided free of cost by IOC. |
| 231 | a) 3 M Dia X 7.5M Length MS Tank |
| 232 | b) 3 M Dia X 7.5M Length HSD Tank |
| 233 | c) 3 M Dia X 10.5M Length BIO Tank |
| 234 | d) 3 M Dia X 10.5M Length ETH Tank |
| 235 | e) 2.11 M Dia X 6M Length HSD Tank |
| 236 | f) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 237 | COATING OF UNDERGROUND TANKS |
| 238 | External surface of the tanks, turn buckle, buried portion of manholes, nozzles, etc. shall be thoroughly cleaned to remove loose rust, dirt to SSPC - SP2 standard. Coating scheme shall be: - Shot/Grit Blasting to SA 2.5.- 1 coat ofinorganic zinc ethyl silicate primer (P1) total DFT of 65-75 micrones- 2 coats of Amine adduct cured HB epoxy liner finish paint (F3)coating of 100-125 microns DFT.Total Min DFT - 265 micronsNote: Application for External/ Internal painting for tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. |
| 239 | a) 3 M Dia X 7.5M Length MS Tank |
| 240 | b) 3 M Dia X 7.5M Length HSD Tank |
| 241 | c) 3 M Dia X 10.5M Length BIO Tank |
| 242 | d) 3 M Dia X 10.5M Length ETH Tank |
| 243 | e) 2.11 M Dia X 6M Length HSD Tank |
| 244 | f) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 245 | Shot / Grit blasting and painting the INTERNAL surface of UG 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 surfaceof UG storage tanksincluding structurals& including all the appurtenances inside the tank such as tank nozzles with pipes etc., covering theentire 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 enclosed specification and instructions at site. Painting scheme shall be - Blast clean to Sa 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns.- intermediate coat- 1 coat ofepoxy zinc phosphate (P5) of DFT 35-40 microns.- finish coat-2 coats of amine adduct cured HB epoxy Liner (F3) DFT 100-125 micron each coat.Total Min DFT - 265 micronsNote: Application for External/ Internal painting for tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. |
| 246 | a) 3 M Dia X 7.5M Length MS Tank |
| 247 | b) 3 M Dia X 7.5M Length HSD Tank |
| 248 | c) 3 M Dia X 10.5M Length BIO Tank |
| 249 | d) 3 M Dia X 10.5M Length ETH Tank |
| 250 | e) 2.11 M Dia X 6M Length HSD Tank |
| 251 | f) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 252 | Calibration.Conducting 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 andcertified calibration charts in Triplicate to be submitted. |
| 253 | a) 3 M Dia X 7.5M Length MS Tank |
| 254 | b) 3 M Dia X 7.5M Length HSD Tank |
| 255 | c) 3 M Dia X 10.5M Length BIO Tank |
| 256 | d) 3 M Dia X 10.5M Length ETH Tank |
| 257 | e) 2.11 M Dia X 6M Length HSD Tank |
| 258 | f) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 259 | FIRE PROTECTION & PRODUCT PIPING |
| 260 | Supply of CS ERW Pipes to API 5L Gr.B PSL 1, Dim. ASME B 36.10 with bevel ends |
| 261 | 100 mm NB 4.78 mm wall thickness |
| 262 | 80 mm NB 4.78 mm wall thickness |
| 263 | Supply of CS Seamless Pipes to ASTM A106 Gr.B, Dim. ASME B36.10 |
| 264 | 50 mm NB (SCH XS) Bevel ends |
| 265 | 15 mm NB (SCH 160) Plain ends |
| 266 | Supply of CS Black ERW Pipes to IS 1239 ( Part-1) Heavy Grade. |
| 267 | 100 mm NB |
| 268 | 80 mm NB |
| 269 | 65 mm NB |
| 270 | 50 mm NB |
| 271 | 40 mm NB |
| 272 | 25 mm NB |
| 273 | 20 mm NB |
| 274 | CS Nipple,Material: API 5LGR.B Seamless,As per BS-3799, 100mm Long |
| 275 | 25 NB, SCH.80, PLN-THD |
| 276 | 20 NB, SCH.80, PLN-THD |
| 277 | 20 NB, SCH.80, PLN-PLN |
| 278 | SS Nipple,Material: A312 TP 316 Seamless,As per BS-3799, 100mm Long |
| 279 | 20 NB, SCH.80S, PLN-PLN |
| 280 | Supply of SS pipes of following sizes confirming to material ASTM A312 TP 304 Seamless with bevel end confirming to dimension ASME B36.19 |
| 281 | 100 mm NB SCH 40S |
| 282 | 80 mm NB SCH 40S |
| 283 | 65 mm NB SCH 40S |
| 284 | 50 mm NB SCH 40S |
| 285 | 40 NB, SCH 40S, PE |
| 286 | 25 NB, SCH 40S, PE |
| 287 | 20 NB, SCH 40S, PE |
| 288 | 15 NB, SCH 40S, PE |
| 289 | Supply of following UL/FM listed accessories for fixed water spray system, Fixed Foam pourer system on vertical tanks & Fire Hydrant piping of approved make.Note: a. All the accessories listed in Sl no 10 shall be as per design confirming to latest OISD 117/ OISD 244 |
| 290 | SS Medium Velocity Spray Nozzle with strainer, body/pin & deflector; 1/2\" NPT end connection (K value as per design) |
| 291 | Y Type strainer - body/cover ASTM A216 Gr. WCB, 1/8\" perforated SS screen, screen opening 0.125\", class 150 Flanged end connection. |
| 292 | 150 mm dia (Flow Rate: 70-140 m3/hr) |
| 293 | 100 mm dia (Flow Rate: 72 m3/hr) |
| 294 | 100NB (Flow Rate: 100-200 m3/hr) |
| 295 | 80 mm dia (Flow Rate: 30-100 m3/hr) |
| 296 | 80 mm dia (Flow Rate: UPTO 20 m3/hr) |
| 297 | Y Type strainer - body/cover ASTM A182Gr F 304, 1/8\" perforated SS screen, screen opening 0.125\", class 150 Flanged end connection. |
| 298 | 150 mm dia (Flow Rate: 70-120 m3/hr) |
| 299 | Supply of CS Basket Type Strainer, 100 mesh filter; Body- ASTM A216 WCB, Screen-SS304,RF FLGD. ASME B16.5 Class 150 |
| 300 | 350 NB (Flow rate: 700-800 m3/hr) |
| 301 | 300 mm NB- (Flow Rate 360 cu.m/hr) |
| 302 | 200 NB (Flow Rate: 300-400 m3/hr) |
| 303 | 200 NB (Flow Rate: 400-500 m3/hr) |
| 304 | 150 mm NB- (Flow Rate 54 cu.m/hr) |
| 305 | 150 mm NB- (Flow Rate 108 cu.m/hr) |
| 306 | 150 NB (Flow Rate: 150-300 m3/hr) |
| 307 | 150 NB (Flow Rate: 60-100 m3/hr) |
| 308 | Supply of following Weld neck type- WNRF 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150 |
| 309 | 15 mm NB for SCH 160 pipe |
| 310 | Supply of following BLRF 125 AARH flanges as per ASTM A105 DIM. ASME B16.5 Class 150. For 700 mm NB ASME B16.47 to be followed. |
| 311 | 600 mm NB |
| 312 | 500 mm NB |
| 313 | 350 mm NB |
| 314 | 250 mm NB |
| 315 | 200 mm NB |
| 316 | 150 mm NB |
| 317 | 100 mm NB |
| 318 | 25 mm NB |
| 319 | 20 mm NB |
| 320 | Supply of following CS Slip-on Raised Face (SORF) Flange, 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150. For 700 mm NB ASME B16.47 to be followed. |
| 321 | 600 mm NB |
| 322 | 500 mm NB |
| 323 | 300 mm NB |
| 324 | 250 mm NB |
| 325 | 200 mm NB |
| 326 | 150 mm NB |
| 327 | 100 mm NB |
| 328 | 80 mm NB |
| 329 | 65 mm NB |
| 330 | 50 mm NB |
| 331 | 40 mm NB |
| 332 | 20 mm NB |
| 333 | Supply of following SS Slip-on Raised Face Flange, 125 AARH as per ASTM A182 Gr. F304 DIM. ASME B16.5 Class 150 |
| 334 | 150 mm NB 150# |
| 335 | 100 mm NB 150# |
| 336 | 80 mm NB150# |
| 337 | 65 mm NB 150 # |
| 338 | 50 mm NB150# |
| 339 | 40 mm NB 150 # |
| 340 | 25 mm NB 150 # |
| 341 | 25 mm NB 300 # |
| 342 | 20 mm NB 150 # |
| 343 | 15 mm NB 300# |
| 344 | Supply of following SS Slip-on Raised Face BLRF, 125 AARH as per ASTM A182 Gr. F304 DIM. ASME B16.5 Class 150 |
| 345 | 100 mm NB |
| 346 | 65 mm NB |
| 347 | 50 mm NB |
| 348 | 20 mm NB |
| 349 | CS PIPEFITTINGS: Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with beveled ends as per enclosed specifications for the following sizesNote: The fittings shall be as per ASTM A234 Grade WPB for Sizes 2\" to 6\" and above 6\", fittings shall be ASTM A234 Grade WPB-W and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 350 | 90 Deg LR Elbow (1.5D) |
| 351 | 65 mm NB X SCH XS |
| 352 | 100mm NB X STD W/T |
| 353 | 200 mm NB X SCH 20 |
| 354 | 250 mm NB X SCH 20 |
| 355 | 300 mm NB X SCH 20 |
| 356 | 400 mm NB X SCH 10 |
| 357 | 600 mm NB X SCH 20 |
| 358 | 45 DegLR Elbow (1.5D) |
| 359 | 50 mm NB X SCH XS |
| 360 | 65 mm NB X SCH XS |
| 361 | 80 mm NB X STD W/T |
| 362 | 100 mm NB X STD W/T |
| 363 | 150 mm NB X STD W/T |
| 364 | 200 mm NB X SCH 20 |
| 365 | 250 mm NB X SCH 20 |
| 366 | 300 mm NB X SCH 20 |
| 367 | 350 mm NB X SCH 10 |
| 368 | 400 mm NB X SCH 10 |
| 369 | 400 mm NB X SCH 20 |
| 370 | 450 mm NB X SCH 20 |
| 371 | 600 mm NB X SCH 20 |
| 372 | Equal Tee |
| 373 | 600 mm NB X SCH 20 |
| 374 | 400 mm NB X SCH 10 |
| 375 | 250 mm NB X SCH 20 |
| 376 | 200 mm NB X SCH 20 |
| 377 | 150 mm NB X STD W/T |
| 378 | 100 mm NB X STD W/T |
| 379 | Unequal Tee |
| 380 | 600 mm NB(Barrel) X 350 mm NB (Branch) SCH 20 X SCH 10 |
| 381 | 500 mm NB(Barrel) X 400 mm NB (Branch) SCH 20 X SCH 10 |
| 382 | 500 mm NB(Barrel) X 300 mm NB (Branch) SCH 20 |
| 383 | 400 mm NB(Barrel) X 350 mm NB (Branch) SCH 10 X SCH 10 |
| 384 | 400 mm NB(Barrel) X 300 mm NB (Branch)SCH 10 X SCH 20 |
| 385 | 400 mm NB(Barrel) X 250 mm NB (Branch)SCH 10 X SCH 20 |
| 386 | 400 mm NB(Barrel) X 200 mm NB (Branch)SCH 10 X SCH 20 |
| 387 | 350 mm NB(Barrel) X 200 mm NB (Branch) SCH 10 X SCH 20 |
| 388 | 350 mm NB(Barrel) X 150 mm NB (Branch) SCH 10 x SCH STD W/T |
| 389 | 300 mm NB(Barrel) X 250 mm NB (Branch) SCH 20 |
| 390 | 300 mm NB(Barrel) X 200 mm NB (Branch) SCH 20 |
| 391 | 300 mm NB(Barrel) X 150 mm NB (Branch) SCH 20 x SCH STD W/T |
| 392 | 250 mm NB(Barrel) X 200 mm NB (Branch) SCH 20 |
| 393 | 250 mm NB(Barrel) X 100 mm NB (Branch) SCH 20 x SCH STD W/T |
| 394 | 200 mm NB(Barrel) X 100 mm NB (Branch) SCH 20 x SCH STD W/T |
| 395 | 150 mm NB(Barrel) X 100 mm NB (Branch) STD W/T |
| 396 | 150 mm NB(Barrel) X 65 mm NB (Branch) STD W/T x SCH XS |
| 397 | 100 mm NB(Barrel) X 40 mm NB (Branch) STD W/T |
| 398 | Conc. Reducer |
| 399 | 100 mm NB X 80 mm NB STD W/T |
| 400 | Ecc. Reducer |
| 401 | 450 mm NB X 300 mm NB SCH 20 |
| 402 | 450 mm NB X 350 mm NB SCH 20 X SCH 10 |
| 403 | 400 mm NB X 350 mm NB SCH 10 X SCH 10 |
| 404 | 400 mm NB X 250 mm NB SCH 10 X SCH 20 |
| 405 | 400 mm NB X 200 mm NB SCH 10 X SCH 20 |
| 406 | 350 NB x 300 NB, SCH.10X SCH20 |
| 407 | 350 NB x 250 NB, SCH.10X SCH20 |
| 408 | 300 mm NB X 250 mm NB SCH 20 |
| 409 | 300 NB x 200 NB, SCH. 20X SCH.20 |
| 410 | 250 NB x 200 NB, SCH. 20X SCH.20 |
| 411 | 200 mm NB X 150 mm NB STD W/T |
| 412 | 200 NB X 150 NB, SCH20X SCH. 40 |
| 413 | 150 mm NB X 100 mm NB STD W/T |
| 414 | 100 mm NB X 80 mm NB STD W/T |
| 415 | Supplying the following sizes of Elbows/ Tees/ Reducer, Forged steel ASTM A105 , Socket weld type and dimension conforming to ASME B 16.11. |
| 416 | 90 Deg Elbow |
| 417 | 40 mm NB X 3000# Class |
| 418 | 45 Deg Elbow |
| 419 | 20 mm NB X 6000# Class |
| 420 | 25 mm NB X 3000# Class |
| 421 | Equal Tee |
| 422 | 20 mm NB X 6000 # Class |
| 423 | 15 mm NB X 6000# Class |
| 424 | Reducing coupling |
| 425 | Reducing Tee |
| 426 | 40 X 20 mm NB X 6000# Class |
| 427 | 25 X 15 mm NB X 6000# Class |
| 428 | Full Coupling |
| 429 | Half Coupling |
| 430 | 20 mm NB X 6000# Class |
| 431 | 25 mm NB X 3000# Class |
| 432 | 40 mm NB X 3000# Class |
| 433 | Supplying the following sizes of fittings, Forged steel ASTM A105 , Screwed end type and dimension conforming to ASME B 16.11. |
| 434 | Half Coupling |
| 435 | 15 mm NB X 6000# Class |
| 436 | Cap |
| 437 | 20 mm NB X 3000# Class |
| 438 | SS PIPEFITTINGS: Supplying the following sizes of Elbows/ Tees/ Reducer etc. with beveled ends as per enclosed specifications for the following sizesNote: The fittings shall be as per ASTM A403 Gr. WP304-S and dimensions as per ASME B 16.9, SCH-40 S & all fitting should be forged fitting. |
| 439 | 90 Deg Elbow - SS |
| 440 | 150 mm dia |
| 441 | 100 mm dia |
| 442 | 80 mm dia |
| 443 | 65 mm dia |
| 444 | 50 mm dia |
| 445 | 40 mm dia |
| 446 | 45 Deg Elbow - SS |
| 447 | 150 mm dia |
| 448 | 100 mm dia |
| 449 | 80 mm dia |
| 450 | 65 mm dia |
| 451 | 50 mm dia |
| 452 | 40 mm dia |
| 453 | Unequal Tee - SS |
| 454 | 100 mm NB(Barrel) X 80 mm NB (Branch) |
| 455 | 100 mm NB(Barrel) X 50 mm NB (Branch) |
| 456 | 80 NB x 65 NB ,SCH80S x SCH40S |
| 457 | 80 NB x 50 NB ,SCH80S x SCH40S |
| 458 | 80 NB x 40 NB ,SCH80S x SCH40S |
| 459 | 80 NB x 25 NB ,SCH80S x SCH40S |
| 460 | 65 NB x 65 NB ,SCH40S x SCH40S |
| 461 | 65 NB x 50 NB ,SCH40S x SCH40S |
| 462 | 65 NB x 40 NB ,SCH40S x SCH40S |
| 463 | 50 NB x 50 NB ,SCH40S x SCH40S |
| 464 | 50 NB x 40 NB ,SCH40S x SCH40S |
| 465 | 40 NB x 40 NB ,SCH40S x SCH40S |
| 466 | 80 NB x 80 NB ,SCH40S x SCH40S |
| 467 | 100 NB x 100 NB ,SCH40SxSCH40S |
| 468 | 100 NB x 80 NB ,SCH40S x SCH40S |
| 469 | Equal Tee - SS |
| 470 | 100 mm NB |
| 471 | 50 mm NB |
| 472 | SS Concentric Reducer, The fittings shall be as per ASTM A403 Gr. WP304-S and dimensions as per ASME B 16.9, SCH-40 S & all fitting should be forged fitting. |
| 473 | 100 mm NB X 80 mm NB |
| 474 | 80 NB X 65 NB ,SCH 40S |
| 475 | 65 NB X 50 NB ,SCH 40S |
| 476 | 65 NB X 40 NB ,SCH 40S |
| 477 | Ecc. Reducer |
| 478 | 80 mm NB X 50 mm NB |
| 479 | 150 mm NB X 100 mm NB STD W/T |
| 480 | 65 NB x 50 NB, SCH40S x SCH40S |
| 481 | 65 NB x 40 NB, SCH40S x SCH40S |
| 482 | 80 NB x 65 NB, SCH40S x SCH40S |
| 483 | 100 NB x 80 NB, SCH40S x SCH40S |
| 484 | Supplying the following sizes of SS Elbows/ Tees/ Reducer, Forged steel ASTM A182 Gr. F304 , Socket weld type, 3000# and dimension conforming to ASME B 16.11. |
| 485 | Half Coupling |
| 486 | 20 mm dia |
| 487 | Unequal Tee |
| 488 | Supplying & providing the following Forged Fabricated 4 Way Tee for Sprinkler Ring/ Riser connection made of CS |
| 489 | 200x200x150x150 mm welded with 2 nos 200 mm dia & 2 nos 150 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 490 | 200x200x50x50 mm welded with 2 nos 200 mm dia & 2 nos 50 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 491 | 150x150x100x100 mm welded with 2 nos 150 mm dia & 2 nos 100 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 492 | 150x150x80x80 mm welded with 2 nos 150 mm dia & 2 nos 80 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 493 | 150x150x50x50 mm welded with 2 nos 150 mm dia & 2 nos 50 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 494 | 100x100x65x65 mm welded with 2 nos 100 mm dia & 2 nos 65 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 495 | 100x100x50x50 mm welded with 2 nos 100 mm dia & 2 nos 50 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 496 | 80x80x65x65 mm welded with 2 nos 80 mm dia & 2 nos 65 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 497 | 80x80x50x50 mm welded with 2 nos 80 mm dia & 2 nos 50 mm dia SORF flanges (for sprinkler riser/ring connection). |
| 498 | Supplying the following sizes of CS Gate Valves (# 800 & 150 ) as per Specification |
| 499 | 15mm dia 800# SOCKET WELDED |
| 500 | 20mm dia 800# SOCKET WELDED |
| 501 | 25 mm dia150# FLANGED |
| 502 | 40 mm dia150# FLANGED |
| 503 | 50 mm dia 150# FLANGED |
| 504 | 80 mm dia 150# FLANGED |
| 505 | Supplying the following sizes of CS Check Valves (flanged) -150 class as per Specification |
| 506 | 25 mm NB |
| 507 | 50 mm NB |
| 508 | 80 mm NB |
| 509 | 100 mm dia |
| 510 | 150 mm dia |
| 511 | 200 mm dia |
| 512 | 300 mm dia |
| 513 | Supplying the following sizes of SS Check Valves (flanged)-150 class as per Specification |
| 514 | 100NB, 150#,FLG |
| 515 | 80NB, 150#,FLG |
| 516 | 65NB, 150#,FLG |
| 517 | Supplying the following sizes of CS Ball Valves (flanged)-150 class Fire Safe as per Specification |
| 518 | 15 mm NB |
| 519 | 20 mm NB Screwed Ball Valve (for PT) |
| 520 | 25 mm NB |
| 521 | 40 mm NB |
| 522 | 50 mm NB |
| 523 | 65 mm NB |
| 524 | 80 mm NB |
| 525 | Supplying the following sizes of SS Ball Valves (flanged)-150 class Fire Safe as per Specification |
| 526 | 100 mm NB |
| 527 | 80 mm NB |
| 528 | 65NB, 150#,FLG |
| 529 | 50 mm NB |
| 530 | 40NB, 150#,FLG |
| 531 | 25NB, 150#,FLG |
| 532 | 15NB, 150#,FLG |
| 533 | Supply of Auto Recirculation valves; Body- ASTM-A216 WCB, Trim- 13% Cr Steel, RF FLGD. ASME B16.5 Class 150 |
| 534 | Inlet 150 mm NB X Outlet 150 mm NB |
| 535 | Inlet 200 mm NB X Outlet 200 mm NB |
| 536 | Inlet 100mm NB X Outlet 100mm NB |
| 537 | Supplying the following sizes of CS Air release Valves as per Specification |
| 538 | 25 mm NB |
| 539 | Supply of Thermal relief valves as per specification |
| 540 | 25mm dia x 20mm dia TRV |
| 541 | 80mm dia x 50mm dia TRV |
| 542 | Supply of Pressure relief valves as per specification |
| 543 | 25mm NB |
| 544 | Supplying the following sizes of Flanged SS Orifice Plate (Material : SS304), 150#, RF/125AARH, ASME B16.5, AS PER BS-1042, as per Specification. (Size of Orifice shall be as per Design) |
| 545 | 200 mm NB |
| 546 | 150 mm NB |
| 547 | 100 mm NB |
| 548 | 80 mm NB |
| 549 | Supply of Water Pumps |
| 550 | Supply of Fire water Jockey pump set of horizontal centrifugal back pull out type 60 cu.m/hr Cap. X 110 MWC with motor, base plate, foundation bolt, nuts along with companion flange & all accessories, with MOC as per detailed specificationsNote: All necessary commissioning spares shall be included in supply at no extra cost. |
| 551 | Supply of FIRE WATER FEED PUMP (100.0 cu.m/hr @ 30mlc) with motor, base plate, foundation bolt, nuts along with companion flange & all accessories, with MOC as peras per detailed specifications.Note: All necessary commissioning spares shall be included in supply at no extra cost. |
| 552 | Supply of STATIC WATER TRANSFER PUMP for Calibration (75.0 cu.m/hr @ 30mlc) with motor with SS casing & impeller, base plate, foundation bolt, nuts along with companion flange & all accessories, with MOC as peras per detailed specifications.Note: All necessary commissioning spares shall be included in supply at no extra cost. |
| 553 | Supply of RAW WATER FEED PUMPS(20.0 cu.m/hr @ 45mlc) with motor with SS casing & impeller, base plate, foundation bolt, nuts along with companion flange & all accessories, with MOC as peras per detailed specifications. |
| 554 | Supply of TREATED WATER TRANSFER PUMPS (20.0 cu.m/hr @ 30mlc) with motor with SS casing & impeller, base plate, foundation bolt, nuts along with companion flange & all accessories, with MOC as peras per detailed specifications. |
| 555 | Supply of 2\" Water Flow meter for gravity flow as per specifications |
| 556 | Supplying 150 mm dial Pressure/ Composite gauges including supplying suitable sockets, 3 way gauge cock, screwed ball valve, dampener, necessary tubingetc complete in allrespects and as per directions at site. |
| 557 | Supply of Stand post for Double Hydrent points as per enclosed technical specification |
| 558 | Supplying EOT Crane as per Specification |
| 559 | For Product Pump House :Cap : 3 T ; CT - 6M ; LT - 85 M |
| 560 | For Fire water Pump House :Cap : 3 T ; CT - 8M ; LT - 57 M |
| 561 | Installation of supplied UL/FM listed accessories for fixed water spray & foam pourer system on tanks & FH line including supplying & fixing 3 mm thk Non Asbestos gaskets, studs/nuts, painting as per specification etc of approved make as per specifications enclosed & site instructions. |
| 562 | Steel body Foam maker with vapour seal chamber, End connections shall be # 150 flanged as per ANSI B 16.5 |
| 563 | 100 NB x 200NB |
| 564 | Steel body Foam Deflector with End connections shall be # 150 flanged as per ANSI B 16.5 |
| 565 | 200 NB |
| 566 | Medium velocity spray nozzle with strainer & with body/pin & deflector made of SS 316 with 1/2\" NPT end connection. |
| 567 | Laying of Above GroundProductpipelines of steel including pipes supplied by IOCL on pedastals/sleepers/overhead pipe rack/structures etc upto 10 mtr ht. Pipes in the scope of IOC shall be supplied anywhere within the terminal area and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts. The pieline laying includes cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., complete with supports as per drawings and hydro testing the pipelines at 15 KSCfor a minimum period of 4 Hrs.Note: a. Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. b. The job includesBlast cleaning (using Slag/ Shots) & painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete as per enclosed specifications and instructions at site. c. Pipe length indicated against each size is actual as per drawing. Payment will be made for the actual quantity executed at site.d. The primer and paint shall be as per the list of paint manufacturers enclosed. The make and quality of paint shall be decided in consultation with IOC prior to use. e. Pipeline colour coding shall be carried out as per IOC specifications at no extra cost for product piping.f. Structural Pipe rack / pedestals not part of this item. The same to be constructed and paid as per the respective item of this SOR. |
| 568 | 450 mm NB 7.14 mm thickeness |
| 569 | 400 mm NB 7.14 mm thickeness |
| 570 | 350 mm NB 6.35 mm thickeness |
| 571 | 300 mm NB 6.35 mm thickeness |
| 572 | 200 mm NB 6.35 mm thickeness |
| 573 | 150 mm NB 6.35 mm thickeness |
| 574 | 100 mm NB 4.78/5.4 mm thickeness |
| 575 | 80 mm NB 4.78/4.8 mm thickeness |
| 576 | 50 mm NB (SCH XS)/ASTM A106 GR B |
| 577 | 40 mm NB (SCH XS)/ASTM A106 GR B |
| 578 | 25 mm NB (SCH XS)/ASTM A106 GR B |
| 579 | 20 mm NB (SCH 160)/ASTM A106 GR B |
| 580 | 15 mm NB(SCH 160)/ASTM A106 GR B |
| 581 | Laying of Underground Product/OWS pipelines of steel through RCC Culvert/ Hume pipe at road crossing inlcuding providingBlast cleaning (using Slag/ Shots) including cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., & including providing & protecting with polyeurethane based coating or equivalent (as per specifications) to be laid at a depth as per site condition/ laying throughhume pipes/ culverts as detailed in the enclosed specifications.Note: 1) The rates quoted includes hydro testing the pipelines at 15 KSCfor a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3) Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. |
| 582 | 450 mm NB 7.14 mm thickeness |
| 583 | 350 mm NB 6.35 mm thickeness |
| 584 | 250 mm NB 6.35 mm thickeness |
| 585 | 200 mm NB 6.35 mm thickeness |
| 586 | 150 mm NB 6.35 mm thickeness |
| 587 | 50 mm NB (SCH XS)/ASTM A106 GR B |
| 588 | Laying of Above GroundService Water / Fire Water pipelines of steel including pipes supplied by IOCL on pedastals/sleepers/overhead pipe rack/structures etc. Pipes in the scope of IOC shall be supplied anywhere within the terminal area and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts. The pieline laying includes cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., complete with supports as per drawings and hydro testing the pipelines at 15 KSCfor a minimum period of 4 Hrs.Note: b. The job includesBlast cleaning (using Slag/ Shots) & painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete as per enclosed specifications and instructions at site. c. Pipe length indicated against each size is actual as per drawing. Payment will be made for the actual quantity executed at sited. The primer and paint shall be as per the list of paint manufacturers enclosed. The make and quality of paint shall be decided in consultation with IOC prior to use. e. Pipeline colour coding shall be carried out as per IOC specifications at no extra cost for product piping.g) Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. h) Structural Pipe rack / pedestals not part of this item. The same to be constructed and paid as per the respective item of this SOR. |
| 589 | 600 mm NB7.14 mm thickeness |
| 590 | 500 mm NB7.14 mm thickeness |
| 591 | 400 mm NB 6.3 mm thickeness |
| 592 | 350 mm NB 6.3 mm thickeness |
| 593 | 300 mm NB 6.3 mm thickeness |
| 594 | 250 mm NB 6.3 mm thickeness |
| 595 | 200 mm NB 6.3 mm thickeness |
| 596 | 150 mm NB 5.4 mm thickeness |
| 597 | 100 mm NB 5.4 mm thickeness |
| 598 | 80 mm NB 4.85 mm thickeness |
| 599 | 65 mm NB 4.5 mm thickeness |
| 600 | 50 mm NB 4.5 mm thickeness |
| 601 | 40 mm NB 4.5 mm thickeness |
| 602 | 25 mm NB 4.05 mm thickeness |
| 603 | 20 mm NB 3.25 mm thickeness |
| 604 | Laying of Underground Service Water / Underground Fire Water pipelines of CS materials through RCC Culvert/ Hume pipe at road crossing etc. The pieline laying includes cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc. inlcuding providingBlast cleaning (using Slag/ Shots) & protecting with polyeurethane based coating or equivalent to be laid at a depth as per site condition as detailed in the enclosed specifications.Note: 1) The rates quoted includes hydro testing the pipelines at 15 KSCfor a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3) Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. |
| 605 | 400 mm NB (FH Line) 6.3 mm thickeness |
| 606 | 200 mm NB (FH Line) 6.3 mm thickeness |
| 607 | 100 mm NB (FW/SW Line) 5.4 mm thickeness |
| 608 | 50 mm NB (FW/SW Line) 4.5 mm thickeness |
| 609 | 25 mm NB (FW/SW Line) 4.05 mm thickeness |
| 610 | Laying of above ground SS pipe lines of the following sizes on pedastals/sleepers/overhead pipe rack/structures etc upto 10 mtr ht. The pieline laying includes cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 18 KSC for a minimum period of 4 Hrs.Note: a. The item includes painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete as per enclosed specifications and instructions at site.b. 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.c) Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. |
| 611 | 150 mm NB SCH 40S |
| 612 | 100 mm NB SCH 40S |
| 613 | 80 mm NBSCH 40S |
| 614 | 65 NB, SCH 40S |
| 615 | 50 NB, SCH 40S |
| 616 | 40 NB, SCH 40S |
| 617 | 25 NB, SCH 40S |
| 618 | 20 NB, SCH 40S |
| 619 | 15 NB, SCH 40S |
| 620 | Laying of underground SS pipe lines of the following sizes as described below, through RCC Culvert/ Hume pipe at road crossing inlcuding providingBlast cleaning (using Slag/ Shots) including providing & protecting with polyeurethane based coating or equivalent to be laid at a depth as per site condition as detailed in the enclosed specifications. The pieline laying includes cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc. and hydrotesting the pipelines at 18 KSC for a minimum period of 4 Hrs.Note: a. The item includes painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete as per enclosed specifications and instructions at site.b. 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.c)Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. |
| 621 | 100 mm NB SCH 40S |
| 622 | 80 mm NBSCH 40S |
| 623 | 50 mm NB SCH 40S |
| 624 | Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of Product/OWS pipelines including pipe fittings (3 runs minimum) of radiographic quality by welders qualified as per ASME Section IX with supply of approved electrodes/consumables, welding machine, tools & tackles etc. No extra payment will be made for conducting tests for establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection. |
| 625 | 450 mm NB |
| 626 | 400 mm NB |
| 627 | 350 mm NB |
| 628 | 300 mm NB |
| 629 | 250 mm NB |
| 630 | 200 mm NB |
| 631 | 150 mm NB |
| 632 | 100 mm NB |
| 633 | 80 mm NB |
| 634 | 50 mm NB |
| 635 | 40 mm NB |
| 636 | 25 mm NB |
| 637 | 20 mm NB |
| 638 | 15 mm NB |
| 639 | Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of Service Water / Fire Hydrant pipelines including pipe fittings (3 runs minimum) of radiographic quality by welders qualified as per ASME Section IX with supply of approved electrodes/consumables, welding machine, tools & tackles etc. No extra payment will be made for conducting tests for establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection.Note: 2 nos. of Socket Weld (SW) joint shall be considered as 1 no. of Butt Weld(BW) joint for payment purpose. |
| 640 | 600 mm NB |
| 641 | 500 mm NB |
| 642 | 400 mm NB |
| 643 | 350 mm NB |
| 644 | 300 mm NB |
| 645 | 250 mm NB |
| 646 | 200 mm NB |
| 647 | 150 mm NB |
| 648 | 100 mm NB |
| 649 | 80 mm NB |
| 650 | 65 mm NB |
| 651 | 50 mm NB |
| 652 | 40 mm NB |
| 653 | 25 mm NB |
| 654 | 20 mm NB |
| 655 | 15 mm NB |
| 656 | Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of SS 304 pipelines including pipe fittings (3 runs minimum) of radiographic quality by welders qualified as per ASME Section IX with supply of approved electrodes/consumables, welding machine, tools & tackles etc. No extra payment will be made for conducting tests for establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection. |
| 657 | 150 mm NB |
| 658 | 100 mm NB |
| 659 | 80 mm NB |
| 660 | 65 NB, SCH 40S |
| 661 | 50 mm NB |
| 662 | 40 NB, SCH 40S |
| 663 | 25 NB, SCH 40S |
| 664 | 20 NB, SCH 40S |
| 665 | 15 NB, SCH 40S |
| 666 | Radiography inspection on product pipe joints of all types and thickness of the following sizes including providing all necessary testing equipment required to perform the work as per detailed specification and instruction of IOC site engineer. The radiographs shall be submitted to the the engineer in charge at site/ third party inspecting agency.Note: 1) Re-taking of radiography due to defective welds/ defective films/ defective workmanship etc., will be to contractor\"s cost. 2) The successful tenderer shall set up necessary dark room at the site for interpretation of the radiographic films. 3) Qualified personnel for carrying out radiographic inspection as per applicable codes shall also be part of the rates quoted. |
| 667 | 600 mm NB |
| 668 | 500 mm NB |
| 669 | 450 mm NB |
| 670 | 400 mm NB |
| 671 | 350 mm NB |
| 672 | 300 mm NB |
| 673 | 250 mm NB |
| 674 | 200 mm NB |
| 675 | 150 mm NB |
| 676 | 100 mm NB |
| 677 | 80 mm NB |
| 678 | 65 mm NB |
| 679 | 50 mm NB |
| 680 | Dye penetration examination for the welded pipesof product lines & Fire Hydrant/Spray/Foam pipelines including providing all equipment & materials necessary for the job & labour etc as directed by the site in charge. |
| 681 | 600 mm NB |
| 682 | 500 mm NB |
| 683 | 450 mm NB |
| 684 | 400 mm NB |
| 685 | 350 mm NB |
| 686 | 300 mm NB |
| 687 | 250 mm NB |
| 688 | 200 mm NB |
| 689 | 150 mm NB |
| 690 | 100 mm NB |
| 691 | 80 mm NB |
| 692 | 65 mm NB |
| 693 | 50 mm NB |
| 694 | Welding of supplied WNRF flanges of the following sizes on the Product pipelines including setting, positioning, setting, welding with min. three runs outside and all leads & lifts etc., complete as per specifications and instructions at site. |
| 695 | 450 mm NB |
| 696 | 400 mm NB |
| 697 | 350 mm NB |
| 698 | 300 mm NB |
| 699 | 250 mm NB |
| 700 | 200 mm NB |
| 701 | 150 mm NB |
| 702 | 100 mm NB |
| 703 | 80 mm NB |
| 704 | 50 mm NB |
| 705 | 40 mm NB |
| 706 | 25 mm NB |
| 707 | 20 mm NB |
| 708 | 15 mm NB |
| 709 | Welding of CS SORF flanges of the following sizes on the service water/Fire Hydrant pipelines including setting, positioning, setting, welding with min. three runs outside and one inside, all leads & lifts etc., complete as per specifications and instructions at site. |
| 710 | 600 mm NB |
| 711 | 500 mm NB |
| 712 | 400 mm NB |
| 713 | 350 mm NB |
| 714 | 300 mm NB |
| 715 | 250 mm NB |
| 716 | 200 mm NB |
| 717 | 150 mm NB |
| 718 | 100 mm NB |
| 719 | 80 mm NB |
| 720 | 65 mm NB |
| 721 | 50 mm NB |
| 722 | 40 mm NB |
| 723 | 25 mm NB |
| 724 | 20 mm NB |
| 725 | Welding of SS SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one inside, all leads & lifts etc., complete as per specifications and instructions at site. |
| 726 | 150 mm NB |
| 727 | 100 mm NB |
| 728 | 80 mm NB |
| 729 | 50 mm NB |
| 730 | Making flanged joints (both for flanges & blind flanges & Spectacle Blind) of the following sizes including supplying and fixing 3 mm thk Spiral Wound & Graphite Filled Metallic gaskets, studs, nuts, washers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Product pipe joints.Note:a. Item includes providing 8 SWG bare Cu wire for bonding between flanges for sizes up to & including 100 mm dia for Product pipelines |
| 731 | 450 mm NB |
| 732 | 400 mm NB |
| 733 | 350 mm NB |
| 734 | 300 mm NB |
| 735 | 250 mm NB |
| 736 | 200 mm NB |
| 737 | 150 mm NB |
| 738 | 100 mm NB |
| 739 | 80 mm NB |
| 740 | 50 mm NB |
| 741 | 40 mm NB |
| 742 | 25 mm NB |
| 743 | 20 mm NB |
| 744 | 15 mm NB |
| 745 | Making flanged joints (both for flanges & blind flanges & Spectacle Blind) of the following sizes including supplying and fixing 3 mm thk Non Asbestos gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Fire Hydrant, Sprinkler & Foam Solution Pipe joints. |
| 746 | 600 mm NB |
| 747 | 500 mm NB |
| 748 | 400 mm NB |
| 749 | 350 mm NB |
| 750 | 250 mm NB |
| 751 | 200 mm NB |
| 752 | 150 mm NB |
| 753 | 100 mm NB |
| 754 | 80 mm NB |
| 755 | 65 mm NB |
| 756 | 50 mm NB |
| 757 | 40 mm NB |
| 758 | 25 mm NB |
| 759 | 20 mm NB |
| 760 | Making flanged joints (both for flanges & blind flanges & Spectacle Blind) of the following sizes including supplying and fixing 3 mm thk PTFE gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Ethanol pipe joints.Note:a. Item includes providing 8 SWG bare Cu wire for bonding between flanges for sizes up to & including 100 mm dia for Product pipelines |
| 761 | 200 mm NB |
| 762 | 150 mm NB |
| 763 | 100 mm NB |
| 764 | 80 mm NB |
| 765 | 50 mm NB |
| 766 | 25 mm NB |
| 767 | 20 mm NB |
| 768 | Fixing supplied Carbon steel/ Stainless steel MOVs/ GATE VALVE/ GLOBE VALVE/ NRV/ ROSOV/ DBBV/ BALL VALVES/ ARC VALVE/ BUTTERFLY VALVE/ PUPPET VALVES/ AIR RELEASE VALVE/ STRAINER including valves supplied by IOCL of the following sizes on the pipeline including supplying and fixing 3 mm thk gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site.Note: a) Painting with approved make, colour, shade including colour coding as per specifications.b) The valves shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. c. Item includes providing 8 SWG bare Cu wire for bonding between flanges for sizes up to 100 mm dia for Product pipelines. |
| 769 | With Spiral Wound & Graphite Filled Metallic gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Productpipe joints. |
| 770 | 450 mm dia |
| 771 | 400 mm dia |
| 772 | 350 mm dia |
| 773 | 300 mm dia |
| 774 | 250 mm dia |
| 775 | 200 mm dia |
| 776 | 150 mm dia |
| 777 | 100 mm dia |
| 778 | 80 mm dia |
| 779 | 50 mm dia |
| 780 | 40 mm dia |
| 781 | 25 mm dia |
| 782 | 20 mm dia |
| 783 | 15 mm dia |
| 784 | With Non Asbestos gaskets, studs, nuts washers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Fire Hydrant, Sprinkler & Foam Solution Pipe joints. |
| 785 | 600 mm dia |
| 786 | 400 mm dia |
| 787 | 350 mm dia |
| 788 | 300 mm dia |
| 789 | 250 mm dia |
| 790 | 200 mm dia |
| 791 | 150 mm dia |
| 792 | 100 mm dia |
| 793 | 80 mm dia |
| 794 | 65 mm dia |
| 795 | 50 mm dia |
| 796 | 40 mm dia |
| 797 | 25 mm dia |
| 798 | 20 mm dia |
| 799 | 15 mm dia |
| 800 | With PTFE gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Ethanol Pipe joints. |
| 801 | 200 mm NB |
| 802 | 150 mm NB |
| 803 | 100 mm NB |
| 804 | 80 mm NB |
| 805 | 50 mm NB |
| 806 | 40 mm dia |
| 807 | 25 mm NB |
| 808 | 20 mm dia |
| 809 | With Non Asbestos gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for SS Orifice Plate |
| 810 | 200 mm NB |
| 811 | 150 mm NB |
| 812 | 100 mm NB |
| 813 | 80 mm NB |
| 814 | With Spiral Wound & Graphite Filled Metallic gaskets, studs, nuts washers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Thermal relief valves, Air Release Valves & Pressure relief valves |
| 815 | 80mm dia x 50mm dia TRV |
| 816 | 25mm NB Air Release Valves |
| 817 | Fixing of supplied 150 mm dial pressure gauges on the foam/ sprinkler/ product pipeline headers including supplying and welding suitable sockets, provision of 3 way gauge cock, screwed ball valve necessary tubingetc complete in allrespects and as per directions at site. |
| 818 | Supplying and providing GI strips for bonding of Valves & fittings to be installed on product piping. The job includes drilling of holes in the GI strips for bolting purposes as per drawing, all leads & lifts etc., complete as per specifications and instructions at site. |
| 819 | 300 mm dia and above (for Valves) with 50 x 6 mm GI flat |
| 820 | Below 300 mm dia (for Valves) with 32 x 6 mm GI flat |
| 821 | 300 mm dia and above (for Flangejoints) with 50 x 6 mm GI flat |
| 822 | Below 300 mm dia (for Flange Joints) with 32 x 6 mm GI flat |
| 823 | Mounting, installing, aligning, testing and commissioning of all static & rotary equipment including those supplied by IOCL as per specification, manufacturer\"s drawings, instructions at site.Note: a) The equipment shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. b) The cost of RCC foundation, grouting,MS Structural steel etc shall be measured & paid separately under respective civil items.c) Painting with approved make, colour, shade including colour coding as per specifications shall be part of rate quoted.d) Item includes provision of Mill rate fitter, required dial gauges & aligning all the rotary equipment within the tolerance limits.e) Item rate includes provision of Coupling guard for all rotary equipment & AVM pads for Fire Engines. |
| 824 | For MS TLF (360 m3/hr @ 50mlc) - - The pumps are to be installed in Product pump house. |
| 825 | For HSD TLF (360 m3/hr @ 50mlc) - - The pumps are to be installed in Product pump house. |
| 826 | Ethanol TLF (72 m3/h @ 60 mlc) - - The pumps are to be installed in Product pump house. |
| 827 | Bio- Diesel Transfer Pumps (108 m3/h @ 60 mlc) - - The pumps are to be installed in Product pump house. |
| 828 | Vertical Sump Pump for UG MS & UG HSD Tanks (25 m3/h @ 35 mlc) |
| 829 | Vertical Sump Pump for UG Ethanol & UG Bio-diesel Tanks(72 m3/h @ 35 mlc) |
| 830 | Vertical Sump Pump for UG HSD Tank for DG & Fire Engine & Slop Oil Transfer Pump(5 m3/h @ 25 mlc) |
| 831 | Sludge Transfer Pump (MS, HSD, Ethanol, Bio-Diesel)(108-72 m3/h @ 40 mlc) - - The pumps are to be installed in Product pump house. |
| 832 | Motor driven Jockey Pumps - 60 M3/hr x 110 M Head, MOC: Cast Iron / Bronze |
| 833 | Fire Water Feed Pump with Motors: Rated Capacity : 100 m3/h & Diff. Head : 45 mlc |
| 834 | Treated Water Transfer Pumps with Motors: Rated Capacity: 20 m3/h & Diff. Head: 30 mlc |
| 835 | Static Water Transfer Pumps with Motors: Rated Capacity: 75 m3/h & Diff. Head: 30 mlc |
| 836 | Ethanol TLD Pumps (54 m3/h @ 35 mlc) - - The pumps are to be installed in Product pump house. |
| 837 | Bio- Diesel TLD Pumps (54 m3/h @ 35 mlc) - - The pumps are to be installed in Product pump house. |
| 838 | Raw Water Feed Pumps with Motors: Rated Capacity: 20 m3/h & Diff. Head: 45 mlc; |
| 839 | Treated Water Feed Pumps with Motors: Rated Capacity: 20 m3/h & Diff. Head: 30 mlc; |
| 840 | Installation of Calibration prover 2000LTR, MOC-SS 304 including carrying out Calibration & providing Calibration Certificate from W&M Dept or Legal Metrology or CPWD |
| 841 | Installation of Calibration prover 1000LTR, MOC-SS 304 including carrying out Calibration & providing Calibration Certificate from W&M Dept or Legal Metrology or CPWD |
| 842 | Installation of Calibration prover 500LTR, MOC-SS 304 including carrying out Calibration & providing Calibration Certificate from W&M Dept or Legal Metrology or CPWD |
| 843 | Installation, testing and commissioning of Horizontal Bladder Tank with all its accessories & ratio controller- 6.2 KL |
| 844 | Installation, testing and commissioning of Horizontal Bladder Tank with all its accessories - 3.6 KL |
| 845 | Fire water Pump- diesel Engine Driven (700 cu.m/hr Cap. X 105 MWC) with all accessories like Panel, battery charger etc, Item rate is inclusive of installing Exhaust lines (150 mm dia or more) for the diesel engines along with the residential Silencers. The item also to include lagging of the exhaust lines including cladding in aluminium (28 g)Note: Civil works & Structural supports for the Exhaust pipe shall be paid under respective item |
| 846 | Installation of supplied Fuel tank for Fire Engines. Note: Laying of fuel line & return line shall be paid under respective items. |
| 847 | Installation of supplied Remote operated high volume long range water cum foam monitor (HVLR) assembly, complete with ratio controler pump, panel, coupling, hose, connecting valve etc. |
| 848 | Installation of supplied Water cum Foam/ Water Monitor monitor of 75/100 NB |
| 849 | Installation of 16 SWG MS Fire hose box (Internal) of 750 X 600 X 200 (D) |
| 850 | Stand post for Double Hydrant points with hose pipe & nozzles |
| 851 | Providing hot dip galvanizing (both inside and outside surfaces) for the following items with minimum 600 gm/sqm as per IS 4759. Item should be operated only for pipes/flanges/fittings forming part of sprinkler header, riser & rings inside the tank dyke. |
| 852 | 200 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 853 | 150 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 854 | 100 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 855 | 80 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 856 | 65 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 857 | 50 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings) |
| 858 | Design, manufacture, Supply, installation testing & commissioning of Effluent Treatment Plant (150 KL/HR) consisting of Screening system, Corrugated plat separator, Multimmedia Filter, Coalescer Filter, Oil Water Feed Pump (1 Working + 1 standby), Treated water feed pump (1 working + 1 standby), Piping system, Control system, Oil water seperator with skimmer, Purimeter, all pipes, fittings, valves, Energy meter etc as per enclosed drawings & specifications.Note:a. Rate does not include Civil works comprising of U/G RCC holding tanks, pipe sleepers, equipment foundations etc & the same shall be paid under respective items.b. Rate does not include supply & installation of MS Piping upto the OWS system. The same shall be paid seperately under respective item.c. Except for items mentioned in Note (a) & (b) as above, all items forming part of the design, supply, erection and commissioning of the ETP are included in the scope of this item. |
| 859 | Note : Originally engaged contractor has supplied the OWS system, hence balance job under this item is installation, testing and commissioning of supplied Effluent Treatment Plant (150 KL/HR) as per drawings/ specifications and as directed by PMC/ Site-in-charge. |
| 860 | Providing and laying non-pressure NP2/3 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, |
| 861 | 600 mm dia (NP3) (for 400NB Pipes) |
| 862 | 400 mm dia (NP2) (for 250NB Pipes) |
| 863 | 300 mm dia (NP2) (for 200NB & 100NB Pipes) |
| 864 | Installation of MEFG with its Inline Inductor as per enclosed technical specification |
| 865 | Sealing of gap between product Pipes in Dyke Wall by filling the gap with bituminous sealing compound to make leak proof up to 200 NB dia pipes. |
| 866 | Supply & installation of EYE WASH AND SAFETY SHOWER as per specification Eye wash & safety shower made from heavy duty GI pipe, eye wash bowl and shower head are made from ABS grade noncorrosive plastic with special foam generating atomiser and filter. Operating valve made of brass and pipe are powder coated paint with hand operated shower and pedal operated eyewash as par I.S:10592 of 82 with ISI marked. |
| 867 | Sacrificial Anode System |
| 868 | 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 2.5 m high) 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. |
| 869 | Installation of supplied Standard Reference Electrodes at the top of the tank by welding the mounting arrangement etc |
| 870 | Installation of supplied Terminal box by welding/ clamping at top of the tank |
| 871 | Arranging for visit from OEM of Sacrifical Anode system during commissioning of water tanks for conducting testing inlcuding electrical continuity, current output/ drain, anode resistance, cathodic polarization. Charges shall include boarding, lodging, air/rail/road transportation, insurance, local conveyance,communication, stationery & all other incidentals required for performance of the testing & submission of reports to IOCL. Item is based on visit of 1 no Enigneer from OEM for a day to ATCHUTAPURAM, AP |
| 872 | Unloadng of material like MS plates , pipes, valvesetc. from trailor/trucks etc. with suitable capacity of hydra or cranes and stacking of the same inside the IOCL site premises (anywhere withing the IOCL premises) as per direction of Site Engineer.The payment will be done on theoritical weight basis of material unloaded. |
| 873 | Preparation of 3D Model, Isometrics( Large bore & Small Bore), MTO, Support Schedule,As-Built 3D model & isometrics etc.as per \" GOOD FOR CONSTRUCTION\"- Piping Layout, Installation of Model review software at IOCL offices (Mumbai & Atchutapuram terminal) & Consultant Offices(Vadodara).Note :- Final As-build 3D model to be submitted to M/S.IOCL. |
| 874 | Makingflanged joints for both SS RF flanges and blind flanges and spectacle Blind including Fixing the supplied SS Gate / Ball / Check / Needle valve, ROSOV, DBBV, ARV(with its tubing and all accessories) , Motor Operated valves (with all leads and lift), TRV,PSV, Y type and Basket type Strainers including supply and fixing of PTFE gaskets(with 100% spare quantity) ,nuts & stud bolts confirmingto ASTM A-194 -8 and ASTM A-193-B8 respectively. |
| 875 | 80 NB |
| 876 | 100 NB |
| 877 | 65 NB |
| 878 | 50 NB |
| 879 | 40 NB |
| 880 | 25 NB |
| 881 | 20 NB |
| 882 | 15 NB |
| 883 | Supply of AFF Pump Set, Horizontal PD Pump, (Rotary gear Pump- Skid Mounted),MOC-SS;Capacity: 24 Cum/Hr ; Head 70MLC ;as per technical specification. |
| 884 | Supply of AFFF Pump Set , Horizontal Centrifugal - Skid Mounted, MOC-SS; Capacity:10 Cum/Hr ; Head 10 MLC ; as per technical specification. |
| 885 | Supply of AFFF storage tank of Net capacity 11 KL MOC: SS304, MIN THK.4mm; Vertical mount type with all appurtenances, structural chairs, stiffeners as per detailed specifications & drawings.Note: Design of the tank to be submitted to IOCL/ Consultant for approval before procurement |
| 886 | Supply of SS Fixed Tank : Design, manufacture, Supply & deliver to site of Foam Concentrate Tank & associated system comprising of the following.A. Foam concentrate tank in min 4 mm thk, SS 304 fitted with cover and locking arrangement, vent pipe, fill pipe, level indicator with suitable transparent PE/PP tubing and controlvalves (2 no, 3/4 \" SS SW valve). with expansion dome, airvent , sight glass will Sillica Gel assembly, fill connection, flanged outletB. Min 2 no, 25 mm dia outlets per tank for connections to be established to inductors at tanks.C. Drain line with 1 no, 25 mm dia valve as per design.D. Tank to be supplied with 1 no 500 mm dia manhole, 1 no vent pipe with sillica gel assembly, 1 no fill pipeE. Design of the tank to be submitted to IOCL/ Consultant for approval before procurementSpecific Notes: Following shall be paid under respective item of the price schedule.a. 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 .b. Shed/ cover for the entire foam concentrate tank and its fittings in MS structurals with Galvalume sheet top.c. SS piping, connected valves, fittings from the tank to JRCP/ HVLR/ Foam system as required at site |
| 887 | 1400 L (Net capacity) |
| 888 | 4500 L (Net capacity) |
| 889 | Installation, testing and commissioning of AFFF storage tank of capacity 11 KL MOC: SS304 |
| 890 | Installation, testing and commissioning of SS Fixed Tank of upto 2 KL capacity |
| 891 | Installation, testing and commissioning of SS Fixed Tank of 4.5 KL |
| 892 | Installation, testing and commissioning of AFFF pump sets - Capacity:10 Cum/Hr ; Head 10 MLC |
| 893 | Installation, testing and commissioning of AFFF pump sets - Capacity: 24 Cum/Hr ; Head 60MLC |
| 894 | STENCILING AND LETTER WRITING OF NAME & RESPECTIVE CODE NO. ON EQUIPMENTS/MACHINERY/ PIPING AT ALL HEIGHTS AND SURFACES. |
| 895 | Complete supply of all the painting materials, transportation of materials to site, storage, providing necessary scaffolding stenciling and Letter writing of name and respective code numberin color paint letters/numbers stenciling shall be unbroken. Colour bands and ground colour for colour bands shall be as per codes or as per IOCL’S instructions. The above job shall be done as per directions of IOCL’S. The rate to include all consumable, overheads, labour and materials required for this job. At all heigts and surfaces. |
| 896 | For Letter Sizes Up to 2 inch |
| 897 | For Letter Sizes 2\" to 4 inch |
| 898 | For Letter Sizes Above4 inch |
| 899 | Submission of as built drawings after completion of tank fabrication work as per enclosed specifications and construction drawings of tanks issued by IOCL/ PMC for the following above ground tanks. |
| 900 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 901 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 902 | c) IFRVT - 10M Dia x 8M HT TRANSX Tank |
| 903 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 904 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 905 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 906 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 907 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 908 | Erection of IOCL supplied ALUMINIUM Internal floating roofs as per API 650 Appendix H 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, SS shoes for deck legs, support legs, 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 roofNote:a. Deck sheeting with minimum 0.50 mm thick Aluminium and design point load of 500 psfb. MOC shall be Full Aluminium as per specifications for MS Tanks. c. MOC of Wetted parts alone shall be with SS 304 L grade for Ethanol Storage Tanks.The item shall be quoted for total responsibility towards erection, testing and commissioing of the gadget. d.The erection of all gadgets, fixing of the rim seals shall be in the scope of above item.e.The rate also includes precommissioning visit to site by the OEM of IFR inlcuding providing clearance for commissioning.f. Providing Cathodic protection during Floatation test is also included in the scopeg. Minimum 10 years Anti sinking warranty from OEM will be required. |
| 909 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 910 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 911 | Supply, fabrication,erection,welding and testing of all appurtenances such asroof manholes, shell manhole, shell nozzles(inlet & outlet, re-circulation) pressure transmitter nozzle, temperature hatch,gauge hatch , Nozzle for radar gauge, Density probe & level switch ( on seperate roof manholes i.e. other than normal roof manholes), roof vents,water draw offsump 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, includingearthing pits and GI flat connection from tanks to the pits, etc., complete(earthing pits shall be constructed outside the dyke). |
| 912 | a) The items include all the jobs to complete the CR , IFR & Fire water tanksas perstandard 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 drawings |
| 913 | b) Detailed list of Structurals & Appurtenances is as per enclosed Technical Specifications. Electroforged Gratings shall be hot Dip Galvanised for staircase & Platform wherever required. Some of the jobs are already executed by the mechanical contractor originally deputed at site. Enclosed list of structurals & appurtenances clarifies the status of works executed by the mechanical contractor originally deputed at site. Rates considered for the items are for the balance jobs. It is recommended that the bidder may kindly visit the site before quoting in the tender for better understanding of the job. |
| 914 | a) IFRVT - 30M Dia x 14M HT MS Tank no. 1 (Balance job) |
| 915 | b) IFRVT - 30M Dia x 14M HT MS Tank no. 2 (Balance job) |
| 916 | c) IFRVT - 30M Dia x 14M HT MS Tank no. 3 (Balance job) |
| 917 | d) IFRVT - 14M Dia x 12M HT ETH Tank no. 10 (Balance job) |
| 918 | e) IFRVT - 14M Dia x 12M HT ETH Tank no. 11 (Balance job) |
| 919 | f) IFRVT - 10M Dia x 8M HT TRANSX Tank no. 14 (Balance job) |
| 920 | g) IFRVT - 10M Dia x 8M HT TRANSX Tank no. 15 (Balance job) |
| 921 | h) CRVT - 20M Dia x 13.5M HT HSD Tank no. 5 (Balance job) |
| 922 | i) CRVT - 20M Dia x 13.5M HT HSD Tank no. 6 (Balance job) |
| 923 | j) CRVT - 40M Dia x 15.2M HT HSD Tank no. 7 (Balance job) |
| 924 | k) CRVT - 40M Dia x 15.2M HT HSD Tank no. 8 (Balance job) |
| 925 | l) CRVT - 10M Dia x 8M HT BIO Tank no. 12 (Balance job) |
| 926 | m) CRVT - 10M Dia x 8M HT BIO Tank no. 13 (Balance job) |
| 927 | n) CRVT - 9M Dia x 12M HT SLUDGE Tank no. 16 (Balance job) |
| 928 | o) CRVT - 22M Dia x 14M Ht FWT Tank no. 1 (Balance job) |
| 929 | p) CRVT - 22M Dia x 14M Ht FWT Tank no. 2 (Balance job) |
| 930 | q) CRVT - 22M Dia x 14M Ht FWT Tank no. 3 (Balance job) |
| 931 | Note: |
| 932 | (i) No extra payment shall be made for supplying and welding reinforcement/ pad plates other than those specifcally mentioned in item no 2 above. |
| 933 | (ii) CS Plates required for shear plates, pad plates, base plates for pipe supports, brackets, anchor chair, all manholes man hole neck and man hole covers shall be supplied and provided by the contractor at their cost. |
| 934 | (iii) All pipes andflanges required forshell and roof nozzles, water draw-off pipe, expansion / pressure relief line,overflow arrangement for fire water tanksandfor all other appurtenances shall be supplied by contractor. |
| 935 | Gauge well and guide post |
| 936 | Supply, fabrication and fixinggauge wellas per enclosed drawing using Sch.40. CS seamless pipe with necessary bracketsupports, top flange,cover plate etc., completefor the following IFR tanks.extendingfrom rooftop to the bottom as per dwgs.(In case of IFR tanks) |
| 937 | Fora) 30m dia. x 14m ht. MS IFR Tank b) 14m dia. x 12 m ht. ETH IFR Tank c) 10m dia. x 8m ht.TRANSMIX IFR Tanka. 600mm dia. gauge well for IFR tanks of 14m ht, 12m ht, 8m ht.b. 200mm dia. gauge well for IFR tanks for radar gauge of 14m ht, 12m ht, 8m ht.c. 200mm dia. still well (to be provided inside 500mm dia gauge well) for servogauge for IFR tank of 14m ht, 12m ht, 8m ht.d. 80mm still well (to be provided inside 500mm dia gauge well) for temp. sensor for IFR Tanks of 14m ht, 12m ht, 8m 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) h. 100 mm dia Density Probe(with still well) |
| 938 | Note: Gauge wells are to be provided for IFR tanks only. Originally engaged mechanical contractor has completed some part of the job under this item. Quantum of job executed by mechanical contractor are detailed in the tender document. SOR contains item for the balance job. It is recommended that bidder may kindly visit the site before quoting for the tender to have better understanding of the job. |
| 939 | a) IFRVT - 30M Dia x 14M HT MS Tank no. 1 (Balance job) |
| 940 | b) IFRVT - 30M Dia x 14M HT MS Tank no. 2 (Balance job) |
| 941 | c) IFRVT - 30M Dia x 14M HT MS Tank no. 3 (Balance job) |
| 942 | d) IFRVT - 14M Dia x 12M HT ETH Tank no. 10 (Balance job) |
| 943 | e) IFRVT - 14M Dia x 12M HT ETH Tank no. 11 (Balance job) |
| 944 | f) IFRVT - 10M Dia x 8M HT TRANSX Tank no. 14 (Balance job) |
| 945 | g) IFRVT - 10M Dia x 8M HT TRANSX Tank no. 15 (Balance job) |
| 946 | Erection of IOCL supplied ALUMINIUM Internal floating roofs as per API 650 Appendix H 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, SS shoes for deck legs, support legs, 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 roofNote:a. Deck sheeting with minimum 0.50 mm thick Aluminium and design point load of 500 psfb. MOC shall be Full Aluminium as per specifications for MS Tanks. c. MOC of Wetted parts alone shall be with SS 304 L grade for Ethanol Storage Tanks.The item shall be quoted for total responsibility towards erection, testing and commissioing of the gadget. d.The erection of all gadgets, fixing of the rim seals shall be in the scope of above item.e.The rate also includes precommissioning visit to site by the OEM of IFR inlcuding providing clearance for commissioning.f. Providing Cathodic protection during Floatation test is also included in the scopeg. Minimum 10 years Anti sinking warranty from OEM will be required. |
| 947 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 948 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 949 | Shot / Grit blasting and painting the INTERNAL surface of 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 surfaceof IFR storage tanks upper side surfaces of bottom plate, inside surfaces of shell and including curb angle, 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 theentire 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 enclosed specification and instructions at site.For the purpose of measurement only painted portion of bottom, first strake, underside of roof and portion of top shellas applicable shall be measured. Painting scheme shall be - Blast clean to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns.- intermediate coat- 1 coat ofepoxy zinc phosphate (P5) of DFT 35-40 microns.- finish coat-2 coats of amine adduct cured HB epoxy Liner (F3) DFT 100-125 micron each coat. Total Min DFT microns 300 micronsNote: Application for External/ Internal painting for tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.a) IFRVT - 30M Dia x 14M HT MS Tank b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 950 | Shot /grit blasting & Primer as per Technical Specifications and painting scheme of tender |
| 951 | Intermediate coat- as per technical spcifications and painting scheme of tender |
| 952 | Finish coat- as per technical specifications and painting scheme of tender |
| 953 | Shot / Grit blasting and painting the INTERNAL surface of CR 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 surfaceof CR storage tanks upper side surfaces of bottom plateinside surfaceof shell upto 300 mm below the curb angle or upto level below curb angle where lowest point of foam pourer will be locatedwhichever is more in CR tanks including structurals, underside surface of roof plates& including all the appurtenances inside the tank such as tank nozzles, combined gauge well with pipes etc., covering theentire 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 enclosed specification and instructions at site. For the purpose of measurement only painted portion of bottom, first strake, underside of roof and portion of top shellas applicable shall be measured. Painting scheme shall be - Blast clean to Sa 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns.- intermediate coat- 1 coat ofepoxy zinc phosphate (P5) of DFT 35-40 microns.- finish coat-2 coats of amine adduct cured HB epoxy Liner (F3) DFT 100-125 micron each coat. Total Min DFT microns 300 micronsNote: For CR Tanks,the shell inside means first strake (2 m) of inside surface of shell & 300 mm height below the curb angle or upto level below curb angle where lowest point of foam pourer will be locatedwhichever is more .Note: For Fire Water Tanks, painting includes upper side suraces of bottom plates, inside surface of shell and including curb angle & shell extension including structurals, underside surface of roof plates & including all the appurtenances inside the tanks such as nozzles, dip pies etc,covering the entire inside of the tank and all surfaces and appurtenances, which are likely to be in contact with the stored liquid, labor, materials etc, completein all respects as per enclosed specification and intructin at site.Note: Application for External/ Internal painting for tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. |
| 954 | For Product Tanks |
| 955 | Shot /grit blasting & Primer as per Technical Specifications and painting scheme of tender. |
| 956 | Intermediate coat- as per technical spcifications and painting scheme of tender |
| 957 | Finish coat- as per technical specifications and painting scheme of tender |
| 958 | For Fire Water Tanks |
| 959 | Shot /grit blasting & Primer as per Technical Specifications and painting scheme of tender. |
| 960 | Finish coat- as per technical specifications and painting scheme of tender |
| 961 | Shot / Grit blastingand 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 , wind girders,roof and shell appurtenances including all fittings and appurtenances up to and including curb angle, shell extension, spiralstaircase 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 enclosed specification andinstructions at site. Painting scheme shall be - Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 micronsNote: Application for External/ Internal painting for tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. |
| 962 | The colour code of finish coats shall be as per IOC painting manual/standard. 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. For the purpose of measurement only surface area of shell and roof will be measured. |
| 963 | a) IFRVT - 30M Dia x 14M HT MS Tank |
| 964 | b) IFRVT - 14M Dia x 12M HT ETH Tank |
| 965 | c) IFRVT - 10M Dia x 8M HT TRANSX Tank |
| 966 | d) CRVT - 20M Dia x 13.5M HT HSD Tank |
| 967 | e) CRVT - 40M Dia x 15.2M HT HSD Tank |
| 968 | f) CRVT - 10M Dia x 8M HT BIO Tank |
| 969 | g) CRVT - 9M Dia x 12M HT SLUDGE Tank |
| 970 | h) CRVT - 22M Dia x 14M Ht FWT Tank |
| 971 | Note: Cost of scaffolding is not considered for this item since the same is measured separately. |
| 972 | Shot /grit blasting & Primer as per Technical Specifications and painting scheme of tender. |
| 973 | Intermediate coat- as per technical spcifications and painting scheme of tender |
| 974 | Finish coat- as per technical specifications and painting scheme of tender |
| 975 | Submission of as built drawings for underground horizontal tanksand work completion schedule including Bar Charts etc. Item includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications based on drawings issued by IOCL/ PMC. The drawings should be made in reference to the attached directional drawings. |
| 976 | a) 3 M Dia X 7.5M Length MS Tank |
| 977 | b) 3 M Dia X 10.5M Length BIO Tank |
| 978 | c) 2.11 M Dia X 6M Length HSD Tank |
| 979 | d) 1.6 M Dia X 2.75M Length SLOP OIL Tank |
| 980 | Provision of MS Saddle plates for Product & Hydrant Pipelines over pedestals including supply, cutting, bending, fabrication of saddle plates 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. |
| 981 | 600 mm NB (640x300x10mm) |
| 982 | 500 mm NB (530x300x10mm) |
| 983 | 450 mm NB (480x300x10mm) |
| 984 | 400 mm NB (425x200x10mm) |
| 985 | 350 mm NB (375x200x10mm) |
| 986 | 300 mm NB (340x200x10mm) |
| 987 | 250 mm NB (290x200x10mm) |
| 988 | 200 mm NB (230x200x10mm) |
| 989 | 150 mm NB (175x200x10mm) |
| 990 | 100 mm NB (120x200x10mm) |
| 991 | Fixing of IOCL Supplied all types of un-used structural works including but not limited to Structural steel work in single section, built up section, riveted, bolted or welded in built up sections, trusses & framed, MS Tube hand rail of approved size to steel ladder railing, balcony railing & staircase railing fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and painting as specified below including Welding & other allied works :-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns eachTotal Min DFT microns 215 micronsRate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. |
| 992 | Fixing/ Erection of IOCL Supplied, partially/ fully fabricated, partially/ fully welded all types of un-used structural works including but not limited to Structural steel work in single section, built up section, riveted, bolted or welded in built up sections, trusses & framed, MS Tube hand rail of approved size to steel ladder railing, balcony railing & staircase railing fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and painting as specified below including any requirements of additional fabrication, Welding & other allied works :-:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 micronsRate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. |
| 993 | Installation of Already Pipe pedestals (parttially/ fully), Scope Includes Lifting of Already Casted (Pre-Cast Footing with coloumn/without coloumn) from any place lying at site with the help of proper lifting mechanism, Transportation of the same to appropiate place , laying of the same over PCC bed with proper straight line alignment, providing support at bottom with lean PCC for levelling. Rates are inclusive of all above scope of works including any other works which may be required for proper execution of works of cable tray footings |
| 994 | Blasting, applying steel primer and painting as specified below for completely fabricated, welded and already erected steel structures:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 microns |
| 995 | Sub-Total (Part A) |
| 996 | Part B (Non Risk & Cost Items) |
| 997 | Earthwork: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains or land development including dressing of sides & ramming of bottoms, lift, including removal of the excavated soil, providing shoring, strutting, dewatering as required & disposalofsurplusexcavatedsoilas directed within or outside the site at an unobjectionable place.Note: a. Payment shall be restricted to PCC lines only for building works.b. Tenderers to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer for calculation of earth volume using Simpson\"s Rule in case of land development/ cutting works.b. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) for land development/ cutting works as per the instructions of the Site Incharge. |
| 998 | In any kind of Soil above 4.5 m depth & up to 6 m depth |
| 999 | Plain & Reinforced Concrete Works (PCC/RCC): Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying (if required) but excluding the cost of centering, shuttering, finishing and reinforcement. Item includes 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 Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.Note:a. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.b. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.c. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer.d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.e. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.f. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.g. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer. |
| 1000 | e. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.f. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.g. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.h. Portland Pozzolana Cement Shall be used. |
| 1001 | 1 CEMENT:4 COARSE SAND:8 AGG. 40MM grade plain cement concrete (Min cement content considered @ 220 kg/cum) - At all levels |
| 1002 | Plastering & FinishingNote: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including curing, scaffolding etc. |
| 1003 | In 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) with sponge/ rough texture finish |
| 1004 | PAINTINGNote: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including cur |
| 1005 | Applying one coat of Acrylic emulsion compatible primer of approved brand and make on wall surface & painting with silicon & acrylic emulsion based water thinnable interior paint with 2 or more coats. |
| 1006 | Finishing walls with textured exterior paint (Anti-fungus & Weatherproof) of required shade with Two or more coats applied @ 3.28 ltr/10 sqm, over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 1007 | Applyingonecoatofcementprimerofapprovedbrandand manufacture on wall surface : |
| 1008 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm |
| 1009 | Finishing with Epoxy paint, 2 or more coats at all locations on steel work prepared & applied as per manufacturer\"s specifications including appropriate priming coat,preparation of surface, etc. |
| 1010 | ANTI CORROSIVE BITUMINOUS LAYER |
| 1011 | 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. |
| 1012 | STRUCTURAL STEEL |
| 1013 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and painting as specified below:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 microns |
| 1014 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and painting as specified below:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 microns |
| 1015 | HAND RAIL |
| 1016 | Providing & fixing MS Tube hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing including applying priming coat of approved steel primer and painting as specified below:-- Blast cleaning to SA 2.5- Primer - 1 coat of Inorganic Zinc Ethyl Silicate primer (P1) of DFT 65-75 microns- intermediate coat - 1 coat of two pack Epoxy – Polyamide MIO (U1) of DFT 100-125 microns- finish coat - 2 coats of Two pack Aliphatic Acrylic Plyurethane (F1) of DFT 40-50 microns each Total Min DFT microns 215 microns |
| 1017 | ROOFING |
| 1018 | Providing & fixingKlippon Galvalume steel profilesheets(size, shape and pitch of corrugation as approved by Site In-Charge) ofbare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Site In-Charge.Note: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. |
| 1019 | Profile Sheet for roofing & cladding |
| 1020 | Plain sheet for Flashings/ Aprons.( Upto 600 mm) |
| 1021 | Providing and fixing on wall face unplasticised Rigid PVC soil/ waste water pipes conforming to IS:13592 Type B including jointing with seal ring /clamp conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes inlcuding all bends & specials. |
| 1022 | 75 mm diameter |
| 1023 | Providing & laying 100mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape /shade and as per IOCL\"s specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 100mm thick paver blocks |
| 1024 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of up to 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, aying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,Vacumm dewatering, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, painting for consruction joint etc complete as per direction of Engineer-in-charge (Item of joint fillers & sealants for expansion joint, dowel bars with sleeve/ tie bars to be paid separately). Item also includes provision of hardners.Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used asper design mix is recoverable separately. No extra payment for excess cement if used shall be payable. |
| 1025 | Supply of CS Seamless Pipes to ASTM A106 Gr.B, Dim. ASME B36.10 |
| 1026 | 40 mm NB (SCH XS) Bevel ends |
| 1027 | 25 mm NB (SCH XS) Bevel ends |
| 1028 | 20 mm NB (SCH 160) Plain ends |
| 1029 | Supply of following Weld neck type- WNRF 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150 |
| 1030 | 450 mm NB for 7.14 mm Thk pipe |
| 1031 | 400 mm NB for 7.14 mm Thk pipe |
| 1032 | 350 mm NB for 6.35 mm Thk pipe |
| 1033 | 300 mm NB for 6.35 mm Thk pipe |
| 1034 | 250 mm NB for 6.35 mm Thk pipe |
| 1035 | 200 mm NB for 6.35 mm Thk pipe |
| 1036 | 150 mm NB for 6.35 mm Thk pipe |
| 1037 | 100 mm NB for 4.78 mm Thk pipe |
| 1038 | 80 mm NB for4.78 mm Thkpipe |
| 1039 | 50 mm NB for SCH XS pipe |
| 1040 | 40 mm NB for SCH XS pipe |
| 1041 | 25 mm NB for SCH XS pipe |
| 1042 | 20 mm NB for SCH 160 pipe |
| 1043 | Supply of following BLRF 125 AARH flanges as per ASTM A105 DIM. ASME B16.5 Class 150. For 700 mm NB ASME B16.47 to be followed. |
| 1044 | 450 mm NB |
| 1045 | 400 mm NB |
| 1046 | 300 mm NB |
| 1047 | 80 mm NB |
| 1048 | 50 mm NB |
| 1049 | 40 mm NB |
| 1050 | Supply of following CS Slip-on Raised Face (SORF) Flange, 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150. For 700 mm NB ASME B16.47 to be followed. |
| 1051 | 400 mm NB |
| 1052 | 350 mm NB |
| 1053 | 25 mm NB |
| 1054 | CS PIPEFITTINGS: Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with beveled ends as per enclosed specifications for the following sizesNote: The fittings shall be as per ASTM A234 Grade WPB for Sizes 2\" to 6\" and above 6\", fittings shall be ASTM A234 Grade WPB-W and dimensions as per ASME B 16.9 & all fitting should be forged fitting |
| 1055 | 50 mm NB X SCH XS |
| 1056 | 80 mm NB X STD W/T |
| 1057 | 150 mm NB X STD W/T |
| 1058 | 350 mm NB X SCH 10 |
| 1059 | 400 mm NB X SCH 20 |
| 1060 | 450 mm NB X SCH 20 |
| 1061 | Equal Tee |
| 1062 | 450 mm NB X SCH 20 |
| 1063 | 400 mm NB X SCH 20 |
| 1064 | 350 mm NB X SCH 10 |
| 1065 | 300 mm NB X SCH 20 |
| 1066 | 80 mm NB X STD W/T |
| 1067 | 50 mm NB X SCH XS |
| 1068 | Unequal Tee |
| 1069 | 600 mm NB(Barrel) X 150 mm NB (Branch) SCH 20 X SCH 20 |
| 1070 | 600 mm NB(Barrel) X 150 mm NB (Branch) SCH 20 X SCH 20 |
| 1071 | 450 mm NB(Barrel) X 350 mm NB (Branch) SCH 20 x SCH 10 |
| 1072 | 450 mm NB(Barrel) X 300 mm NB (Branch) SCH 20 |
| 1073 | 450 mm NB(Barrel) X 100 mm NB (Branch) SCH 20 |
| 1074 | 450 mm NB(Barrel) X 80 mm NB (Branch) SCH 20 |
| 1075 | 400 mm NB(Barrel) X 300 mm NB (Branch) SCH 20 X SCH 20 |
| 1076 | 400 mm NB(Barrel) X 150 mm NB (Branch)SCH 10 X SCH 20 |
| 1077 | 400 mm NB(Barrel) X 100 mm NB (Branch)SCH 10 X SCH 20 |
| 1078 | 350 mm NB(Barrel) X 300 mm NB (Branch) SCH 10 X SCH 20 |
| 1079 | 300 mm NB(Barrel) X 200 mm NB (Branch) SCH 20 |
| 1080 | 200 mm NB(Barrel) X 150 mm NB (Branch) SCH 20 x SCH STD W/T |
| 1081 | 150 mm NB(Barrel) X 80 mm NB (Branch) STD W/T |
| 1082 | 100 mm NB(Barrel) X 80 mm NB (Branch) STD W/T |
| 1083 | 100 mm NB(Barrel) X 50 mm NB (Branch) STD W/T X SCH XS |
| 1084 | 80 mm NB(Barrel) X 50 mm NB (Branch) STD W/T X SCH XS |
| 1085 | 50 mm NB(Barrel) X 40 mm NB (Branch) STD XS |
| 1086 | Conc. Reducer |
| 1087 | 300 mm NB X 250 mm NB SCH 20 |
| 1088 | 300 mm NB X 200 mm NB SCH 20 |
| 1089 | 300 mm NB X 200 mm NB SCH 20 |
| 1090 | 150 mm NB X 100 mm NB STD W/T |
| 1091 | 50 mm NB X 25 mm NB SCH XS |
| 1092 | Ecc. Reducer |
| 1093 | 400 mm NB X 300 mm NB SCH 10 X SCH 20 |
| 1094 | 80 mm NB X 50 mm NB STD W/T |
| 1095 | Supplying the following sizes of Elbows/ Tees/ Reducer, Forged steel ASTM A105 , Socket weld type and dimension conforming to ASME B 16.11. |
| 1096 | 90 Deg Elbow |
| 1097 | 25 mm NB X 3000# Class |
| 1098 | 20 mm NB X 6000 # Class |
| 1099 | 15 mm NB X 6000 # Class |
| 1100 | Equal Tee |
| 1101 | 40 mm NB X 3000# Class |
| 1102 | 25 mm NB X 3000# Class |
| 1103 | Reducing coupling |
| 1104 | 40 X 25 mm NB X 3000# Class |
| 1105 | 40 X 20 mm NB X 6000# Class |
| 1106 | Reducing Tee |
| 1107 | 40 X 25 mm NB X 3000# Class |
| 1108 | Full Coupling |
| 1109 | 20 mm NB X 6000# Class |
| 1110 | Laying of Underground Product/OWS pipelines of steel through RCC Culvert/ Hume pipe at road crossing inlcuding providingBlast cleaning (using Slag/ Shots) including cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., & including providing & protecting with polyeurethane based coating or equivalent (as per specifications) to be laid at a depth as per site condition/ laying throughhume pipes/ culverts as detailed in the enclosed specifications.Note: 1) The rates quoted includes hydro testing the pipelines at 15 KSCfor a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3) Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. |
| 1111 | 300 mm NB 6.35 mm thickeness |
| 1112 | Laying of Underground Service Water / Underground Fire Water pipelines of CS materials through RCC Culvert/ Hume pipe at road crossing etc. The pieline laying includes cutting, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc. inlcuding providingBlast cleaning (using Slag/ Shots) & protecting with polyeurethane based coating or equivalent to be laid at a depth as per site condition as detailed in the enclosed specifications.Note: 1) The rates quoted includes hydro testing the pipelines at 15 KSCfor a minimum period of 4 Hrs.2) Excavation if any shall be paid separately under respective item.3) Charges for welding of pipelines, pipe fittings including Edge preparation and radiography testing shall be paid seperately under respective item. |
| 1113 | 250 mm NB (FH Line) 6.3 mm thickeness |
| 1114 | 80 mm NB (FW/SW Line) 4.8 mm thickeness |
| 1115 | Fixing supplied Carbon steel/ Stainless steel MOVs/ GATE VALVE/ GLOBE VALVE/ NRV/ ROSOV/ DBBV/ BALL VALVES/ ARC VALVE/ BUTTERFLY VALVE/ PUPPET VALVES/ AIR RELEASE VALVE/ STRAINER including valves supplied by IOCL of the following sizes on the pipeline including supplying and fixing 3 mm thk gaskets, studs, nutswashers of approved make, all leads & lifts etc., complete as per specifications and instructions at site.Note: a) Painting with approved make, colour, shade including colour coding as per specifications.b) The valves shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. c. Item includes providing 8 SWG bare Cu wire for bonding between flanges for sizes up to 100 mm dia for Product pipelines. |
| 1116 | With Spiral Wound & Graphite Filled Metallic gaskets, studs, nuts washers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Thermal relief valves, Air Release Valves & Pressure relief valves |
| 1117 | 25mm dia x 20mm dia TRV |
AI Tender Summary
Tender Timeline
Apr 18, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 25, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedApr 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 26, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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