Indian Oil Corporation Limited-IOCL has published Development Of Lng Facilities At Adirupa Filling Station , Bahanga , Balasore Under Bhubaneswar Divisional Office Of Odisha State Office . . Submission Date for this Tender is 20-05-2021. Civil Work Tenders in Bahanga, Balasore, Odisha Odisha. Bidders can get complete Tender details and download the document.
| NAME OF WORK: Development of LNG Facilities at Adirupa Filling Station , Bahanga, Balasore under Bhubaneswar Divisional Office of Odisha State Office | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | LNG Facilities at Adirupa FS | 1 | ||
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 | |||
| 3 | 3 | i) All kinds of Soil | 25 | M3 | |
| 4 | 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. | |||
| 5 | 5 | i) All kinds of Soil | 650 | M3 | |
| 6 | 6 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil | 7 | M3 | |
| 7 | 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m | 16.5 | M3 | |
| 8 | 8 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete | 6.5 | M3 | |
| 9 | 9 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. | |||
| 10 | 10 | i) Local Fine Sand within grading zone IV | 48 | M3 | |
| 11 | 11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | |||
| 12 | 12 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | 25 | M3 | |
| 13 | 13 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | |||
| 14 | 14 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) | 45 | M3 | |
| 15 | 15 | viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) | 20 | M3 | |
| 16 | 16 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing : | |||
| 17 | 17 | v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm | 26 | M3 | |
| 18 | 18 | Centering and shuttering including strutting, propping etc. and removal of form work for: | |||
| 19 | 19 | i) Foundations,footings,bases of column | 700 | M2 | |
| 20 | 20 | ii) Retaining/return wall, wall (any Thickness) including attached pilaster buttresses, plinth & string courses, fillets, kerbs&steps etc | 43 | M2 | |
| 21 | 21 | Providing and fixing up to floor five level PRECAST CEMENT CONCRETE string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering complete | |||
| 22 | 22 | i) 1:2:4( 1 Cement:2 Coarse sand:4 graded stone aggregate 20mm nominal size) | 47.5 | M3 | |
| 23 | 23 | ii) 1:3:6( 1 Cement:3 Coarse sand:6 graded stone aggregate 20mm nominal size) | 41 | M3 | |
| 24 | 24 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | |||
| 25 | 25 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | 84 | M3 | |
| 26 | 26 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels | |||
| 27 | 27 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 | 17150 | KG | |
| 28 | 28 | Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. | |||
| 29 | 29 | i) M-25 grade reinforced cement concrete UP TO PLINTH LEVEL | 35 | M3 | |
| 30 | 30 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth | |||
| 31 | 31 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | 60 | M3 | |
| 32 | 32 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL | 125 | M3 | |
| 33 | 33 | Brick on edge flooring with bricks of Class designation 7.5 on a bed of 12mm cement mortar including filing the joints with same mortar with common burnt clay non modular bricks | |||
| 34 | 34 | i) cement mortar 1:4 (1 cement : 4 fine sand) | 80 | M2 | |
| 35 | 35 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels. | |||
| 36 | 36 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm | 52 | M2 | |
| 37 | 37 | Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75mm x 30mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with MS tubes of size 33mm x 17mm x 1mm painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and rails with a cavity to receive single piece extruded 5mm PVC sheet as panel. The styles and rails shall be mitred cut and joint with help of PVC solvent cement and self tapping screws. Single piece extruded solid PVC lock rail of size 100mm x 30mm with wall thickness 5mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8mm complete as per manufacturer's specifications and direction of Engineer-in-charge | |||
| 38 | 38 | ii) Decorative finish (both side wood grained finish) | 5 | M2 | |
| 39 | 39 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary 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 mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately) | |||
| 40 | 40 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections | 130 | KG | |
| 41 | 41 | 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. (Cost of aluminium snap beading shall be paid in basic item): | |||
| 42 | 42 | i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | 5 | M2 | |
| 43 | 43 | 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 all complete. | 2150 | KG | |
| 44 | 44 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover | 2.95 | M2 | |
| 45 | 45 | Providing & fixing hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing and similar works including applying priming coat of approved steel primer. | |||
| 46 | 46 | i) M.S. tube | 4500 | KG | |
| 47 | 47 | 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 : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound is mixed @2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2 mm thick PVC strip at desired spacing, cost of nosing in steps etc. complete. | 20.64 | M2 | |
| 48 | 48 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge 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 pointing in white cement mixed with pigment of matching shade. | 15 | M2 | |
| 49 | 49 | Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. | 3 | M2 | |
| 50 | 50 | Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified | |||
| 51 | 51 | i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4 | 10.5 | M2 | |
| 52 | 52 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. | |||
| 53 | 53 | ii) 110 mm diameter | 42 | M | |
| 54 | 54 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | |||
| 55 | 55 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | 1075 | M2 | |
| 56 | 56 | v) 20mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) | 113 | M2 | |
| 57 | 57 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. | |||
| 58 | 58 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) | 70 | M2 | |
| 59 | 59 | Distempering with 1st quality acrylic washable distemper (ready mixed) having VOC content less than 50gm/ltr of approved manufacturer, of required shade and colour complete as per manufacturer's specification with 2 or more coats | 63 | M2 | |
| 60 | 60 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | 345 | M2 | |
| 61 | 61 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) | 450 | M2 | |
| 62 | 62 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats | 153 | M2 | |
| 63 | 63 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | 92 | M2 | |
| 64 | 64 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC 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 & directions of Engineer-in- charge | 15 | M3 | |
| 65 | 65 | Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih 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 as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881 maximum dimensional deviations of +/- 3mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse 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. | |||
| 66 | 66 | ii) M40 grade 80 mm thick Plain finish | 800 | M2 | |
| 67 | 67 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge | 900 | M2 | |
| 68 | 68 | Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge. | 500 | M2 | |
| 69 | 69 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white PVC flushing cistern including flush pipe with manually controlled device (handle lever),conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: | |||
| 70 | 70 | ii) W.C. pan with ISI marked black solid plastic seat and lid | 1 | EA | |
| 71 | 71 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x 265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | |||
| 72 | 72 | i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern | 1 | EA | |
| 73 | 73 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : | |||
| 74 | 74 | i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | 1 | EA | |
| 75 | 75 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | 1 | EA | |
| 76 | 76 | Providing & fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : | |||
| 77 | 77 | i) 100mm inlet & 100mm outlet SCI S&S as per IS - 3989. | 1 | EA | |
| 78 | 78 | Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, | |||
| 79 | 79 | iv) 300mm dia in all types of soil up to 90m depth below ground | 90 | M | |
| 80 | 80 | xvi) 300mm dia in all types of soil 90m to 150m depth | 25 | M | |
| 81 | 81 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia,conforming to IS:12818, including required hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | |||
| 82 | 82 | iii) 200 mm nominal size dia | 90 | M | |
| 83 | 83 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 10 | M3 | |
| 84 | 84 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. | |||
| 85 | 85 | i) 100 mm nominal size dia having minimum wall thickness 5.00mm | 1 | M | |
| 86 | 86 | ii) 150 mm nominal size dia having minimum wall thickness 5.00mm | 20 | M | |
| 87 | 87 | Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc | |||
| 88 | 88 | vii) 40mm dia HDPE pipe for borewell upto a depth of 65m | 65 | M | |
| 89 | 89 | viii) 40mm dia HDPE pipe for borewell at a depth of 66m to 100m | 35 | M | |
| 90 | 90 | ix) 40mm dia HDPE pipe for borewell at a depth above 100m | 45 | M | |
| 91 | 91 | Providing and fixing Chlorinated Polyvinyl Chloride (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 | |||
| 92 | 92 | iii) 25 mm nominal outer dia Pipes | 30 | M | |
| 93 | 93 | iv) 32 mm nominal outer dia Pipes | 10 | M | |
| 94 | 94 | v) 40 mm nominal outer dia Pipes | 15 | M | |
| 95 | 95 | vi) 50 mm nominal outer dia Pipes | 15 | M | |
| 96 | 96 | Providing and fixing brass bib cock of approved quality : | |||
| 97 | 97 | i) 15 mm nominal bore | 2 | EA | |
| 98 | 98 | Constructing masonry Chamber 120x120x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top 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 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | EA | |
| 99 | 99 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 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 | 1000 | L | |
| 100 | 100 | Providing and fixing PTMT pillar cock of approved quality and colour | |||
| 101 | 101 | i) 15mm nominal bore, 107mm long. Weighing not less than 110 gms. | 1 | EA | |
| 102 | 102 | ii) 15mm nominal bore, 125mm long foam flow. Weighing not less than 120 gms. | 1 | EA | |
| 103 | 103 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | EA | |
| 104 | 104 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M 25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler, mounted, Telescopic Boom Hydraulic pilling Rig all complete. including removal of excavated earth with all lifts & leads (Length of pile for payment shall be measured upto bottom of pile cap). Truck mounted rotary/TMR/Tubewell boring machine shall not be used | |||
| 105 | 105 | ii) 400 mm dia piles | 108 | M | |
| 106 | 106 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) | 52 | M2 | |
| 107 | 107 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 20 | M2 | |
| 108 | 108 | 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 : | |||
| 109 | 109 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate | 60 | EA | |
| 110 | 110 | Non-Civil_Works | 1 | SU | |
| 111 | 111 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items | |||
| 112 | 112 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS | 785 | M | |
| 113 | 113 | SUPPLY AND LAYING OF FLAT CABLES | |||
| 114 | 114 | i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump | 100 | M | |
| 115 | 115 | PANEL BOARDS AND DISTRIBUTION BOARDS Supply, installation, testing and commissioning of cubicle type power and motor control centre panel fabricated out of 14 SWG sheet steel undergone 7 tank process,dust & vermin proof, floor mounting type, suitable for indoor use having cable entry from the bottom and having following specific components complete, control wiring etc. as per enclosed standard drawing. Any other components/hardware required to complete the panels but not mentioned here shall also be provided. Note: Both incomers should have mechanical interlock for proper & safe operation. The MCCB used for incomer feeder shall have short circuit, overload and earthfault protection and also shunt coil for ESD operation. The Bus Bar support shall be DMC/ SMC/Epoxy moulded. All equipment/components shall be mounted logically to have free access for maintenance, tightening of connections & visual inspection. All the metering equipment shall be Digital & mounted on the panel and size of meter shall be 96 mm x 96 mm. The Bus Bar shall be provided with heat shrunk PVC sleeves & all power terminals shall be stud type with properly shrouding to avoid accidental contact. Neoprene type gasket shall be provided at the doorof the panel. The enclosure of the Panel shall have IP52 degree of protection. 2 Nos earth terminal shall be provided at the Panel frame with extension link for earthing connections. Painting:The under surface shall be prepared by applying a coat of phosphate paint and coat of yellow zinc chromate primer. The under surface shall be made free from all imperfections before undertaking the finishing coat. After preparation of the under surface, the switchboard shall be spray painted with two coats of epoxy based final paint or shall be powder coated. Colour shade of final paint shall be RAL 7032. | |||
| 116 | 116 | Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL. | 1 | EA | |
| 117 | 117 | Supply, fabrication & erection of EB meter board with energy meter | |||
| 118 | 118 | ii) Supply, fabrication & erection of EB meter board with provision for energy meter (energy meter will be supplied by EB) including 1 no of 63A HRC fuse unit and fuse base,neutral link,Bakelite connectors, inter-connections etc as required in hensel box size 300X300X182mm. (Excluding cost of energy meter) as per standard drawings | 1 | EA | |
| 119 | 119 | PROVIDING INTERNAL WIRING | |||
| 120 | 120 | ii) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. | 26 | EA | |
| 121 | 121 | iii) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. with modular switch, modular plate, suitable GI box | 7 | EA | |
| 122 | 122 | SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved including flush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer's specification and direction of Engineer In-charge. | |||
| 123 | 123 | xi) 2 Pin Telephone Modular Socket | 2 | EA | |
| 124 | 124 | Supply and installation of MCB distribution board having Double door complete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. without incoming isolator and MCBs | |||
| 125 | 125 | iii) 2+12 way SPN | 1 | EA | |
| 126 | 126 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : | |||
| 127 | 127 | i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) | 15 | EA | |
| 128 | 128 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. | 15 | EA | |
| 129 | 129 | EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does not include making suitable cut out in the wall for fixing the fan). | |||
| 130 | 130 | ii) 9" dia light duty, make Khaitan or equivalent | 6 | EA | |
| 131 | 131 | SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete. | |||
| 132 | 132 | ii) 33 LPM 177m head | 1 | EA | |
| 133 | 133 | Supply, fabrication, laying and testing of MS, BLACK, ERW, threaded pipes, heavy class conforming to IS 1239, PART I as per IOCL specifications including pipeline fittings like bends, tee etc as required and as directed for Underground pipeline with doping | |||
| 134 | 134 | i) S/L Threaded U/G HD MS Pipes of 100 mm dia with fittings,doping | 1.5 | M | |
| 135 | 135 | Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazing wire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends. | |||
| 136 | 136 | i) Supply & installation of U type CS bend on vent pipe of 80 mm dia | 2 | EA | |
| 137 | 137 | Dismntling of Higmast tower | 1 | EA | |
| 138 | 138 | Reinstalation of Highmast tower | 1 | EA |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
