Indian Oil Corporation Limited-IOCL has published Tender For Development Of New A Site Retail Outlet At Location Between Km Stone 145 And 150 On Nh-34 (Left Hand Side) From Dhubulia To Plassey , Dist Nadia, State-West Bengal. Submission Date for this Tender is 05-06-2024. Land Development Tenders in Nadia West Bengal. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| 144d00f2-7755-4cb7-b18e-285237881148.html | Tender Notice | 0 KB |
| Bidders_help_Document_for_1.pdf | Tender Document | 0 KB |
| BOQ_187470.xls | Tender Document | 0 KB |
| Checklist_for_constructio_2.pdf | Tender Document | 0 KB |
| Civil-Specification.pdf | Tender Document | 0 KB |
| Declarations_PT-06.xls | Tender Document | 0 KB |
| Electrical_Specification.pdf | Tender Document | 0 KB |
| FAQs-IOCL-Online-EMD.pdf | Tender Document | 0 KB |
| FORAMT_FOR_DECLARATIONS_U_3.pdf | Tender Document | 0 KB |
| GCC.PDF | Tender Document | 0 KB |
| Guide_Reverse_Auction_Pro_4.pdf | Tender Document | 0 KB |
| Guide_to_Submit_Declarati_5.pdf | Tender Document | 0 KB |
| LAYOUT_DRAWINGS.pdf | Tender Document | 0 KB |
| LINEAR_LIGHT_SPECIFICATION.pdf | Tender Document | 0 KB |
| List_of_Makes_Engineering_6.pdf | Tender Document | 0 KB |
| Mechanical__Specification.pdf | Tender Document | 0 KB |
| Part-B_TENDER.pdf | Tender Document | 0 KB |
| Revised_LED_Policy.pdf | Tender Document | 0 KB |
| Special_Instructions_to_t_7.pdf | Tender Document | 0 KB |
| STATEMENT_OF_CREDENTIALS-_8.xls | Tender Document | 0 KB |
| TECHBID_PT-06.pdf | Tender Document | 0 KB |
| Technical_Specification_S_9.pdf | Tender Document | 0 KB |
| Tender-Acceptance-Format.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Debagram _ Other than P&M |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 | i) All kinds of Soil |
| 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 | i) All kinds of Soil |
| 6 | 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 |
| 7 | 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. |
| 8 | i) Local Fine Sand within grading zone IV |
| 9 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 10 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 11 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 12 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 13 | i) Foundations,footings,bases of column |
| 14 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 15 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 16 | Providing & Laying Reinforcedcementconcreteworkinwalls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 17 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 19 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 20 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 21 | viii) Suspended floors, roofs,landings balconies and access platform with water proof ply 12mm thick |
| 22 | ix) Lintels, beams, plinth beams, girders, bressumers cantilevers and with water proof ply 12mm thick |
| 23 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 24 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 25 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 26 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 27 | iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand)in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 28 | x) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement:4 coarse sand in superstructureABOVE PLINTH level & UP TO FLOOR V LEVEL |
| 29 | 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 |
| 30 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 31 | Providingandfixing18mmthickgangsawcutmirrorpolished 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. |
| 32 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 33 | Providing & fixing wire gauze shutters with galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia 0.63mm for doors, windows and clerestory windows with ISI marked stainless steel butt hinges of required size hinges and necessary screws |
| 34 | Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc.including priming coat with approved steel primer (fixed to steel windows by welding) all complete. |
| 35 | Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : |
| 36 | Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete. to suit shutter thickness complete |
| 37 | Providing & fixing chromium plated brass 100mm mortice latch & lock with 6 levers & a pair of lever handles with necessary screws etc complete (best make of approved quality). |
| 38 | Providing & fixingaluminium handles ISImarked anodised(anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 39 | i) 125 mm |
| 40 | 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 fixingall complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately) |
| 41 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 42 | 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) |
| 43 | 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): |
| 44 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) |
| 45 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 46 | i) With stainless steel cover plate |
| 47 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately). |
| 48 | Supplying and fixing rolling shutters of approved make, madeof 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 |
| 49 | 40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 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 greycement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified |
| 51 | i)Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 52 | iii) Skirting with size of Tiles 60x60Cm in Cement mortar 1:3 |
| 53 | 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. |
| 54 | ii) 110 mm diameter |
| 55 | ii) 110 mm |
| 56 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 57 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 58 | vi) 20mm Cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 59 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. |
| 60 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 61 | Providing Neat cement punning |
| 62 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 63 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 64 | 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) |
| 65 | Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm |
| 66 | 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. |
| 67 | PROVIDING INTERNAL WIRING |
| 68 | i) 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 piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 69 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make |
| 70 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 71 | iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire |
| 72 | 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 includingflush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer"s specification and direction of Engineer In-charge. |
| 73 | i) 1or 2 module frame |
| 74 | ii) 3 module frame |
| 75 | iii) 4 module frame |
| 76 | iv) 6 module frame |
| 77 | v) 8 module frame |
| 78 | vi) 12 module frame |
| 79 | vii) 6A Modular Switch |
| 80 | viii) 15 A Modular switch |
| 81 | ix) 6A, 3 Pin Modular Socket |
| 82 | x) 15 A6 Pin Modular socket |
| 83 | xii) Fan Regulator of stepped modular type |
| 84 | v) 4 poles, 63A |
| 85 | i) Upto 32A SP MCB |
| 86 | ii) Upto 32A DP MCB |
| 87 | ii) 2+8 way SPN |
| 88 | INSTALLATION OF THE SUPPLIED LIGHT POLES |
| 89 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watts with fittings and accessories, having IP65 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. |
| 90 | CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type: |
| 91 | iii) 1200 mm sweep |
| 92 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE 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 |
| 93 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 94 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compressoncable glands, crimping type lugs and allied jointing materials, etc. all complete as per specificationand direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 95 | vii) 3 Core x 2.5 sq. mm |
| 96 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 97 | iii) 50 x 6 mm G.I. Strip |
| 98 | Supply and Installation of Flame Proof ESD Push Button |
| 99 | Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc |
| 100 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 101 | 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 : |
| 102 | ii) 200x10 mm |
| 103 | Stone flooring with 18mm thick Marble/Granite stone (sample of stone shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry including rubbing and polishing complete |
| 104 | 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 pointinginwhite cementmixed withpigment ofmatchingshade. |
| 105 | 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. |
| 106 | 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 notinclude making suitable cut out in thewall for fixing the fan). |
| 107 | ii) 9" dia light duty, make Khaitan or equivalent |
| 108 | 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. |
| 109 | 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 : |
| 110 | ii) 100mm inlet & 75mm outlet SCI S&S as per IS -3989. |
| 111 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto - 2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3mm thick |
| 112 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer-in- charge |
| 113 | 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 all complete: |
| 114 | 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 |
| 115 | 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. |
| 116 | i) 15 mm nominal outer dia Pipes |
| 117 | ii) 20 mm nominal outer dia Pipes |
| 118 | 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 |
| 119 | ii) 20 mm nominal outer dia Pipes |
| 120 | iii) 25 mm nominal outer dia Pipes |
| 121 | v) 40 mm nominal outer dia Pipes |
| 122 | Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih 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 +/- 2mm 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. (Payment for provision of edge restraints shall be made separately) |
| 123 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 124 | 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, staircases,etc.including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost ofrequired centering complete |
| 125 | Providing & fixing at or near ground level PRECAST CEMENT CONCRETE in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement:3 coarse sand) including the cost of required centering, shuttering complete. 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 126 | Preparation and consolidation of sub grade with power 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 |
| 127 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge. |
| 128 | iii) With material confirming to grade-III (size 26.5 mm to .075 mm) having CBR value -20, Thickness as desired |
| 129 | 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 |
| 130 | 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. |
| 131 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 132 | Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 133 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 134 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 135 | 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. |
| 136 | iii) 160 mm diameter |
| 137 | Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing‘C’wallangle of size 20x30x20mmmadeof0.5mmthickprepaintedsteel along the perimeter of the room with help of nylon sleeves & wooden screws at 300mm center to centre,suspendingthe main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6mm,rawl plugs of size 38x12mm & C carrier suspension clip and main carrier bracketat 1000mm c/c. Inverted triangle shaped Spring Tee having ht. of 24mm & width of 34mm made of GI steel 0.45mm thick is then fixed to the main C carrier & in direction perpendicular to it at 600mm centers with help of suspension brackets.Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used.All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in tiles into spring "T" with: |
| 138 | Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa and 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continues coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure. |
| 139 | Providing & fixing BARE Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) ofbare metal thickness 0.55 mm 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, 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 Engineer-in-charge. |
| 140 | Supplying & fixing of 18 gauge GI plain sheet of approved make with necessary folding/ fabrication using hydraulic press for flashingsheet / fascia, etc. in roofing / buildings / sheds etc. including all necessary fixtures etc., complete |
| 141 | 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 : |
| 142 | vi) 32mm dia x 1125mm long with 100 mm dia x 8 mm thick plate |
| 143 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 144 | v) 25 x 3 mm GI strip |
| 145 | Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. 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 20mm nominalsize), i/c 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 |
| 146 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty |
| 147 | ii) 150 mm dia. R.C.C. pipe |
| 148 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 149 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 150 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 151 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 152 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 153 | 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, |
| 154 | iii) 200mm dia in all types of soil up to 90m depth below ground |
| 155 | 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. |
| 156 | i) 100 mm nominal size dia |
| 157 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 158 | i) 100 mm nominal size dia |
| 159 | Supply and packing Gravel in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 160 | Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer in charge. |
| 161 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 162 | i) 100 mm dia |
| 163 | Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete |
| 164 | i) 100 mm dia clamp |
| 165 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 166 | i) 100 mm dia |
| 167 | SUPPLY AND LAYING OF FLAT CABLES |
| 168 | i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump |
| 169 | SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete. |
| 170 | ii) 33 LPM 100m head |
| 171 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 172 | xiii) Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 173 | Providing and laying non-pressure NP3 class (Medium class) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete |
| 174 | ii) 900 mm dia. R.C.C. pipe |
| 175 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 176 | ii) Walls (anythickness) including attached pilasters, buttress, plinth and string courses etc. |
| 177 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 178 | 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. |
| 179 | Supplying, filling, spreading & levelling 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. |
| 180 | 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, |
| 181 | iv) 300mm dia in all types of soil up to 90m depth below ground |
| 182 | Providing and fixing 450 mm long CP Brass towel rail complete with brackets fixed to wooden/PVC cleats with SS screws with concealed fittings arrangement |
| 183 | Providing and fixing of SS single Soap tray with all fittings and all complete, as per specification and direction of Engineer-in-charge. |
| 184 | Wall Mounted Commode |
| 185 | Counter Basin |
| 186 | Providing and fixing H type double tone SS Pull handle of GODREJ (7268) or equivalent make with all tools, tackles etc. all complete, as per specification and direction of Engineer-in-charge. |
| 187 | Supply and fixing of Linear Recessed mounted LED (Light Emitting Diode) Light fittings of size 2400mm and 80 Watt, having IP 65 protection class with Pressure Die Cast Aluminium housing and with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer-in-charge. High Efficiency Translucence(HET) diffuser. Colour Rendering Index CRI>80, Temp-0 to 45 Deg C, Driver efficiency>85%, THD < 10%, CCT- 6500 K Powerfactor>0.95, Surge protection-2 kV, Multistage Isolated Constant Current-Constant Voltage operated driver with range 140-270V AC and Safety Extra Low Voltage Safe level < 60V DC as per IEC standard, Luminaire lumen # 2100lm. Each lot of Fittings shall have serial numbers & accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 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, Luminarie etc |
| 188 | Providing and fixing stainless steel (SS 304) railing made of hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting with necessary stainless steel nuts and bolts complete including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of the waist slab with suitable arrangement, all complete as per specification and direction of Engineer-in-charge. |
| 189 | Providing and fixing of toughened glass with suitable arrangement, all complete as per drawing, specification and direction of Engineer-in-Charge |
| 190 | Providing and fixing Chrome Finish SS Health faucet with 8mm dia, 1 meter long SS braided rubber hose pipe and wall hook with N.R.V, Jaguar make cat. No. ALD-577 or equivalent all complete, as per specification and direction of Engineer-in-charge. |
| 191 | Debagram _ P&M |
| 192 | Installation of supplied 20 KL Tank as per specified drawings as per work description but excluding all works of kerb wall and Gasket for manhole including painting / doping with Shalimastic HD as applicable as per specifications complete. RCC works wherever mentioned shall be of grade M20 |
| 193 | iii) In brick masonry pit with RCC strip under driveway including RCC top slab as per standard Drg. ENG/317. Manhole cover plates and frame to be paid separately . |
| 194 | Providing alteration to Manhole Covers for Fixing Submersible Turbine Including Fixing of 100mm diax 150 to 200mm long C class threaded Barrel Nipple , 100mm dia x 100 mm long coupler , 2 nos 100mm dia Class 150 threaded MS flange, 3mm thick packing sheet, nuts and bolts, 3mm thick permanite oil packing gasket to manhole cover, cutting of the manhole cover for fixing nipples etc. at workshop including transportation etc. |
| 195 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 |
| 196 | i) All kinds of Soil |
| 197 | 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. |
| 198 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 199 | 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 |
| 200 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 201 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 202 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 203 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 204 | Supply and Laying of 80 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling& back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 205 | Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling& back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 206 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 207 | ii) 32 x 6 mm G.I.strip |
| 208 | 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 |
| 209 | iii) S/L Threaded U/G HD MS Pipes of 50 mm diawith fittings,doping |
| 210 | 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 Above Ground pipeline including surface preparation according to standard SSPC ST2 and painting with 2 coats of red oxide zinc phosphate primer and 2 coats of Synthetic enamel / aluminium finish paint as per IOCL specifications |
| 211 | iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting |
| 212 | Supply & welding slip-on flanges conforming to IS2062 GrA, ANSI B16.5, Class#150 with 3 runs of weld outside and one run of weld inside the flanges as per specifications and standard Drg.enclosed herein |
| 213 | ii) S/W Slipon flanges of80 mm dia conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein |
| 214 | Making flanged joints between flanges slip on, blind and flange etc. including providing/supplying 3 mm thick permanite oil gasket, nuts, bolts, bonding with 3 mm dia copper wire etc.complete as per IOCL specifications. |
| 215 | ii) Making Flange joint between Slip on, blind and flange etc.of 80 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding |
| 216 | Supplying and installation of the following threaded coupling |
| 217 | i) 80 mm dia Aluminium camlock coupling - Male only |
| 218 | Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazingwire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends. |
| 219 | iii) Supply & installation of U type CS bend on vent pipe of 40 mm dia |
| 220 | Transportation of equipmentfrom one location to another location including enroute all taxes, leviesand unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank sameshall be loaded by the tank fabricationcontractor) |
| 221 | iii) 15/20 KL Tank with fittings : 0 - 30 Km |
| 222 | iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km |
| 223 | Supplying & Filling fresh water in the underground tank (10/15/20/50/ 70KL) to avoid floating of the tanks during monsoon, etc. as directed. |
| 224 | Removing the water carefully from U/G tank with SR pump, in such a way that there is no loss of product. The water has to be thrown away and the product to be put back into the tank etc. complete. |
| 225 | Supply and fixing Pressure Vacuum Valves of 2 inches for fixing to the Vent Pipes of Underground MS tanks. The valve should be in closed position at normal operating pressure of the tank. The Valve shall be capable for activation at set pressure of 3" ± 0.5 water column to release excess pressure of tank to the atmosphere and open at vacuum of 8" ± 2.0 water column to induce the atmosphere pressure to the tank. PV valve should be diaphragm of dead weight or spring loadedtype or combination of any. The weight of the PV valve shall not exceed 2.0 kg. top of the valve shall be provided with cover/cap/ weather hood to prevent the entry of rain water. Valve material,Coverand adopter shall be of Aluminium/polypropylene, diaphragm if used should be of Neoprene, O ring should be of rubber/neoprene, Net/Mesh Pressure puppet ,Vacuum puppet,screws and spring should be of stainless steel. Suitable adopter with one end fitted with valve and the other end should have threading for fixing on Vent pipe of 40mm. PV valves shall have: UL 842 certification of CARB approval or test certificate from any Govt.lab. PV valve shall have PESO approval. |
| 226 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 227 | i) Foundations,footings,bases of column |
| 228 | Providingandfixing18mmthickgangsawcutmirrorpolished 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. |
| 229 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 230 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE 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 |
| 231 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 232 | CABLE JOINTING Cable Jointing : Providing straight through joint of following 1.1 KV grade XLPE insulated armoured cable with M-Seal make jointing kit, and other jointing material, etc. all complete including supply of all materials as per specification & direction of Engineer In-charge. |
| 233 | vii) 3 Core x 2.5 sq. mm |
| 234 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 235 | v) 25 x 3 mm GI strip |
| 236 | Replacing existing manhole gaskets for 15/20/50/70 KL U/G & A/G tanks including disconnecting the pipelines, removing nuts, bolts & manhole cover and supplying and fixing permanite oil gaskets, nuts & bolts and reconnecting the pipeline. |
| 237 | Supply & welding slip-on flanges conforming to IS2062 GrA, ANSI B16.5, Class#150 with 3 runs of weld outside and one run of weld inside the flanges as per specifications and standard Drg.enclosed herein |
| 238 | iii) S/W Slipon flanges of 50 mm dia. conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein |
| 239 | Making flanged joints between flanges slip on, blind and flange etc. including providing/supplying 3 mm thick permanite oil gasket, nuts, bolts, bonding with 3 mm dia copper wire etc.complete as per IOCL specifications. |
| 240 | iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding |
| 241 | Supply, fabrication, laying and testing of MS black, ERW welded, 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 |
| 242 | iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping |
| 243 | Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve |
| 244 | iii) S/I Screwed type GM Ball Valve of50 mm dia |
| 245 | Installation of supplied Multi Product Pumps / Dispensers on pump island as per manufacturers installation manual, drawings, including supplying, providing necessary frame of ISMC 100, foundation bolts, supplying and filling required quantity of dry sand in pit(s) below the pump |
| 246 | i) 2 product - 4 nozzle MPPs/MPDs |
| 247 | Transportation of equipmentfrom one location to another location including enroute all taxes, leviesand unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank sameshall be loaded by the tank fabricationcontractor) |
| 248 | xiii) MPD/MPP pumps - (3 nos. up to 6 nos. pumps), 0-30 Km |
| 249 | xiv) MPD/MPP pumps - : (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km |
| 250 | ix) Mono/Duo pump/Air Comp/STP/All other pumps - (3 nos. up to 6 nos. pumps), 0-30 Km |
| 251 | x) Mono/Duo pump/Air Comp./STP/All other pumps - (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km |
| 252 | Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge |
| 253 | CONSTANT VOLTAGE TRANSFORMER Supplying, installation, testing and commissioning of single phase, air cooled constant voltage transformer of approved make having input voltage range of 180-260V and output voltage of 220/230V with sine wave output wave form and having automatic current limiting and short circuit protectionincluding all accessories complete (for displays) for the following VA ratings. |
| 254 | iii) 500VA CVT |
| 255 | SINGLE SERVO VOLTAGE STABILISER Supply and fixing of 230V, Single phase, AC Servo voltage stabilizer ofapproved makes,(Range - 180 - 250 minimum) shall be provided for Individualdispensing pump as per IE Regulation and as per specification |
| 256 | iv) 5KVA stabilizer |
| 257 | PROVISION OF EARTHING |
| 258 | ii) Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng.etc. all complete as per specification & direction of Engineer-In-charge |
| 259 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 260 | iii) 50 x 6 mm G.I. Strip |
| 261 | Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job) |
| 262 | Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. 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 20mm nominalsize), i/c 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 |
| 263 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty |
| 264 | ii) 150 mm dia. R.C.C. pipe |
| 265 | Supply and Installation of Flame Proof ESD Push Button |
| 266 | CABLE JOINTING Cable Jointing : Providing straight through joint of following 1.1 KV grade XLPE insulated armoured cable with M-Seal make jointing kit, and other jointing material, etc. all complete including supply of all materials as per specification & direction of Engineer In-charge. |
| 267 | viii) 3 Core x 4 sq. mm |
| 268 | i) 2 Core x 1.5 sq. mm. |
| 269 | ii) 2 Core x 2.5 sq. mm. |
| 270 | Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc |
| 271 | i) Electrical insulating mats made of PVC Elastomer 3mm Thick & 1 mtr wide near swichboards, etc as per direction of Engineer In charge. Mat should conform to IS 15652 Class A - suitable for safe working voltage of upto 33 kV. Test certificate to be provided with supply. Mat"s top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. Mat"s top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. |
| 272 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 273 | 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. |
| 274 | 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 coilO/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 KAfor 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 ofIOCL. |
| 275 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : |
| 276 | 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) |
| 277 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 278 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 279 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 280 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 281 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 282 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 283 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 284 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 285 | 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 : |
| 286 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate |
| 287 | INSTALLATION OF THE SUPPLIED LIGHT POLES |
| 288 | 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. |
| 289 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. |
| 290 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 291 | Air compressor Supply and installation of horizontal air compressor assembly with delivery pressure of 12 kg/sq cm equipped with pressure gauge, non- return/safety/drain/delivery valves, automatic cut-off switch and suitable electrical connections & all standard accessories, including civil works: |
| 292 | iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works |
| 293 | S&I Mechanical Tyre Inflator 0 to 100 psi range excluding civil work |
| 294 | Providing and fixing of circular composite (FRP) Manhole Cover with frame D400 with 40T load bearing capacity, all complete and as per drawing, specification and direction of Engineer-in-charge. Note: Diameter would be clear opening of cover |
| 295 | Providing and fixing of lifting handle foot lever for use with flat sealed cover and trench panels of OPW Fiberlite or equivalent make make as per specification and direction of Engineer in charge. |
| 296 | Supply and Installation of 16 SWG MS/GI powder coated weather proof Earthing Box of following size with door and locking arrangement with lock and key. Box to be mounted on ISA 40x40x5 (Painted with black synthetic enamel paint) frame having 2 legs of length 800 mm (500 mm above ground and 300 mm below ground which is to be grouted with PCC 1:2:4). Bottom of box should have opening for incoming earth GI strips all complete, as per specification and direction of Engineer-in-charge. Note: EARTHING BOX in RED should be boldly written over the box. The box should have a hood at the top extending outwards such that no water should seep through inside the box during rainy season to avoid rusting. |
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