|
| 1 | Earthwork: Earth work |
| 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 | FILLING |
| 6 | 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. |
| 7 | 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 |
| 8 | ANTI-TERMITE TREATMENT |
| 9 | Providing and injecting chemical emulsion for pre-constructional anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling,junction of wall and floor, alongexternal perimeter of building,expansion joints, surrounding of pipes & conduits etc.@ 1 litre per hole , 300 mm apart inlcuding drilling 12 mm dia holes and plugging with cement mortar 1:2 to match the floor complete as perIS specifications (IS:6313) confirming to manufacture and as directed by IOCL |
| 10 | PLINTH PROTECTION |
| 11 | Making plinth protection 75mm thick of cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammedandconsolidatedandgroutedwith finesandincluding finishing the top smooth |
| 12 | SHUTTERING |
| 13 | 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) |
| 14 | for PCC/RCC in foundations, footings ( R/ wall/ Culvert etc), bases of column etc |
| 15 | Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 16 | Lintels,pedestal, beams plinth beams,girders bressumers and cantilevers for RCC |
| 17 | Columns, Pillars, Piers, Abutments ( Retaining Wall/ Culvert Wall),Posts and Struts for RCC. |
| 18 | PCC |
| 19 | 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. |
| 20 | 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. |
| 21 | 1 CEMENT:4 COARSE SAND:8 AGG. 40MM grade plain cement concrete (Min cement content considered @ 220 kg/cum) - At all levels |
| 22 | 1 CEMENT:3 COARSE SAND:6 AGG. 20MM grade plain cement concrete (Min cement content considered @ 240 kg/cum) - At all levels |
| 23 | 1 CEMENT:1½ COARSE SAND:3 AGG. 20MM grade plain cement concrete (Min cement content considered @ 300 kg/cum) - At all levels |
| 24 | RCC |
| 25 | Providing and laying in position ready mixed concrete, 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. |
| 26 | M-30 design mix cement concrete(Min cement content considered @ 340 kg/cum) UP TO PLINTH LEVEL |
| 27 | M-30 design mix cement concrete(Min cement content considered @ 340 kg/cum)ABOVE PLINTH UPTO FLOOR 5 LEVEL |
| 28 | GROUTING |
| 29 | 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. |
| 30 | 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. |
| 31 | 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. |
| 32 | WEEP HOLE |
| 33 | 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. |
| 34 | REINFORCEMENT STEEL |
| 35 | 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. |
| 36 | BRICK WORK |
| 37 | 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 |
| 38 | 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 |
| 39 | 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. |
| 40 | PLASTERING |
| 41 | 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. |
| 42 | In 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) with sponge/ rough texture finish |
| 43 | In 12 mm thick Cement plaster of mix1:4 (1 cement: 4 coarse sand) |
| 44 | In 6 mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 45 | CHICKEN WIRE MESH |
| 46 | 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. |
| 47 | 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 |
| 48 | 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. |
| 49 | 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. |
| 50 | 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. |
| 51 | Applyingonecoatofcementprimerofapprovedbrandand manufacture on wall surface : |
| 52 | FLOORING |
| 53 | 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. |
| 54 | 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 |
| 55 | Flooring with size of Tiles up to 60 x 60 CM in cement mortar 1:4 |
| 56 | Skirting/ Dado with size of Tiles up to 60 x 60 CM in cement mortar 1:4 |
| 57 | DRY STONEHARD RUBBLE SOLING |
| 58 | 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. |
| 59 | LDPE SHEET |
| 60 | 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. |
| 61 | ALUMINIUM WORK |
| 62 | Doors/ Windows/ Ventilators/ Partitions/ False Ceiling/ Rolling Shutter/ Grills/ Gates/ Structural Steel/ Fencing/ Roof sheeting/ SS Hand railing works Note:a. Alluminium doors and windows shall be fixed on granite/ marble framework. The items shall also include providing and fillingapprovedsilicon sealant as required to ensurewater tightness,protection ofinstalled items.b. No extra payment will be made towards wastage. |
| 63 | Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners includingnecessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixingall complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately). For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 64 | iii) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 65 | Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 66 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . |
| 67 | With float glass panes of 6.0 mm thickness |
| 68 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions ofEngineer in charge |
| 69 | ii) Pre-laminated particle board with decorative lamination on both sides. |
| 70 | Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 71 | Providing & fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868 )transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm |
| 72 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 73 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long withPowder coated minimum thickness 50 micron aluminium tubular handle bar, SS screws etc .complete as per direction of Site In-Charge. |
| 74 | Providing andfixing 100mmbrass locks (best make ofapproved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 75 | STRUCTURAL STEEL |
| 76 | Providing Structural steel work in single section fixed with or without connecting plate including supply, cutting, hoisting, welding, 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 |
| 77 | Provision of Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including supply, cutting, hoisting, welding, 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 |
| 78 | \"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.\" |
| 79 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 80 | HAND RAIL |
| 81 | 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 |
| 82 | ROOFING |
| 83 | 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. |
| 84 | Profile Sheet for roofing & cladding |
| 85 | Plain Sheet for Ridges & Barge Boards (500 - 600mm) |
| 86 | Plain sheet for Flashings/ Aprons.( Upto 600 mm) |
| 87 | Plain Sheet for Gutter .(600 mm over all girth). |
| 88 | UV stabilised 2 mm thick plain FRP sheet |
| 89 | SANITARY/PLUMBING/DRAINAGE-BOREWELL WORKS |
| 90 | 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. |
| 91 | 110 mm diameter |
| 92 | Road Works |
| 93 | 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 |
| 94 | 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. |
| 95 | SANITARY |
| 96 | 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 |
| 97 | 150 mm dia pipe - NP2 |
| 98 | 300 mm dia pipe - NP2 |
| 99 | 450 mm dia pipe - NP2 |
| 100 | 250 mm dia pipe - NP3 |
| 101 | 300 mm dia pipe - NP3 |
| 102 | 600 MM dia pipe - NP3 |
| 103 | 900 MM dia pipe - NP3 |
| 104 | Providing & installing turbo air ventilator on shaft having following specifications : ventilator dia - 28”, throat (Neck) dia. - 21” and 36 Aluminum fins of 0.5 mm thickness, M.O.C. complete stainless steel 304 with fins & rivets of aluminum. These are supported on FRP base with profile matching to Zinc Aluminum shaft. The thickness of FRP shafts shall be 1.8 to 2 mm and length 1800, width shall be 0.6 to 0.8 meter (to match with galvalume sheet) and color milky white, semi-transparent type. |
| 105 | Installation of IOCL Supplied Retractable Platform MOC: Aluminium (For TLF Gantry, Locker Shed, TTD Shed, Calibration Shed, etc. or as required), including supply of Bolts & Fittings |
| 106 | Supply of Fall Arrestor System consisting of Shock absorber with tensioner,Wire rope 8 mm dia SS 316, Cable Extremity 8 mm dia SS 316 with extremity plates 2 nos per Bay, 2 nos Carriage Body or Traveller SS 316, 2 nos Anti-static Full harness, 2 nos Retractable block SS 316 for Loading/Unloading sheds/ gantries as per enclosed specification & drawings. (For TLF Gantry, Locker Shed, TTD Shed, Calibration Shed)Note: The MS structural members required for installation of Fall Arrestor system shall be paid under respective item of the price schedule |
| 107 | Installation of Fall Arrestor System (For TLF Gantry, Locker Shed, TTD Shed, Calibration Shed)Note: The MS structural members required for installation of Fall Arrestor system shall be paid under respective item of the price schedule |
| 108 | Fixing IOCL Supplied Klippon Galvalume steel profile sheets, poly carbonate sheet for roofing & cladding (size, shape and pitch of corrugation as approved by Site In-Charge) of bare 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 0.58mmNote: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. Rate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. |
| 109 | FixingIOCL Supplied Klippon Galvalume steel profile sheets for Ridges & Barge Boards (500 - 600mm) (size, shape and pitch of corrugation as approved by Site In-Charge) of bare 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 0.58mmNote: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. Rate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. |
| 110 | Fixing IOCL Supplied Klippon Galvalume steel profile sheets for Flashings/Aprons (Upto 600 mm) (size, shape and pitch of corrugation as approved by Site In-Charge) of bare 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 0.58mmNote: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. Rate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. |
| 111 | Fixing IOCL Supplied Klippon Galvalume steel profile sheets for Gutter (600 mm over all girth) (size, shape and pitch of corrugation as approved by Site In-Charge) of bare 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 0.58 mm. Note: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. Rate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. Further, rate includes all accessories viz. steel bolts, nuts, GI and bitumen washers as required for completion of job |
| 112 | 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. |
| 113 | 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. |
| 114 | Fixing of IOCL Supplied 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 micronsRate also includes Safely Shifting of Material without any damage from location anywhere inside site premises. |
| 115 | Installation of Already Casted cable tray Footings, 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 |
| 116 | Fixing IOCL supplied MS steel electroforged welded gratings(hot dip galvanised as per IS : 2629 and tested as per IS :2633 and IS :6745) over drains, stair treads etc. whereverrequired with maximum size of void/mesh in the grating limited to 33mm x 50mm including welding/fixing/clamping to base frame etc. complete in all respectsinclusive of cost of all labour, materials, tools, tackles, shifting from the stacked location etc. as per drawings, specifications and direction of Site Engineer. |
| 117 | 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 |
| 118 | Providing & installing IOCL Supplied turbo air ventilators on sheds at any height on shaft having following specifications : ventilator dia - 28”, throat (Neck) dia. - 21” and 36 Aluminum fins of 0.5 mm thickness, M.O.C. complete stainless steel 304 with fins & rivets of aluminum. These are supported on FRP base with profile matching to Zinc Aluminum shaft. The thickness of FRP shafts shall be 1.8 to 2 mm and length 1800, width shall be 0.6 to 0.8 meter (to match with galvalume sheet) and color milky white, semi-transparent type. |
