Development Of New A Site Ksk At Within 3 Kms From Matladih Towards Seemanala ( Kacha ) , Block-Potka, Mauja-Ghaghidih, Dist-East Singhbhum Under Ranchi Divisional Office Of Bihar State Office Development Of New A Site Ksk At Within 3 Kms From Matladi
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20 Apr 2022
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potka → Jharkhand
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Development Of New A Site Ksk At Within 3 Kms From Matladih Towards Seemanala ( Kacha ) , Block-Potka, Mauja-Ghaghidih, Dist-East Singhbhum Under Ranchi Divisional Office Of Bihar State Office Development Of New A Site Ksk At Within 3 Kms From Matladih Towards Seemanala ( Kacha ) , Block-Potka, Mauja-Ghaghidih, Dist-East Singhbhum Under Ranchi Divisional Office Of Bihar State Office => Limited
BOQ
| Sl. No. | Item Description |
| 1 | New A Site KSK Matladih- Civil Works |
| 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 | 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 | 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 |
| 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 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 11 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 12 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 13 | i) Foundations,footings,bases of column |
| 14 | iii) Columns, piers, abutment, pillars,posts & struts |
| 15 | 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) |
| 16 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 17 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 18 | 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 : |
| 19 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofshavingslopeupto15°landings,balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) |
| 21 | Providing and laying RCC work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 23 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 24 | iii) Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 25 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 26 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 27 | vii) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 28 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 29 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 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 | xiii) Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 32 | xiv)Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructureABOVE PLINTH AND UP TO FLOOR V LEVEL |
| 33 | xvi) Half brick masonry with Class designation 5.0 bricks in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructureABOVE PLINTH & UP TO FLOOR V LEVEL |
| 34 | 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 |
| 35 | 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. |
| 36 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 37 | Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete. |
| 38 | 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. |
| 39 | Providing & fixing chrome plated brass100mm mortise latch with one dead bolt with 6 levers & a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
| 40 | 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 |
| 41 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 42 | Providing & fixing chromium plated brass casement stays(straight peg type) with necessary screws etc. complete |
| 43 | ii) 250 mm weighing not less than 280 gms |
| 44 | Providing and fixing aluminium sliding door 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 nuts & screws etc. complete: |
| 45 | ii) 250x16 mm |
| 46 | 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 : |
| 47 | i) 250x10 mm |
| 48 | ii) 200x10 mm |
| 49 | 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 : |
| 50 | i) 125 mm |
| 51 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogeneous fine cellular structure having smooth outer integral skin having 62mm width and 32mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38mm x 4mm & PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer\"s specification and direction of Engineer-in-charge. |
| 52 | 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) |
| 53 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 54 | 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) |
| 55 | 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): |
| 56 | i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 57 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) |
| 58 | 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. |
| 59 | i) With stainless steel cover plate |
| 60 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge. |
| 61 | i) Powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 62 | 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). |
| 63 | 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. |
| 64 | 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: |
| 65 | 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. |
| 66 | 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 |
| 67 | Providing and fixing ball bearing for rolling shutters. |
| 68 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in- charge.(area of grill to be measured). |
| 69 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete. |
| 70 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion ofloop, all as per standard design complete. |
| 71 | Providing & fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick MS sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. |
| 72 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement |
| 73 | 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. |
| 74 | 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. |
| 75 | 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 |
| 76 | i)Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 77 | iii) Skirting with size of Tiles 60x60Cm in Cement mortar 1:3 |
| 78 | 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. |
| 79 | i) 75 mm diameter |
| 80 | ii) 110 mm diameter |
| 81 | iii) 160 mm diameter PVC Rain water pipe |
| 82 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 83 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 84 | iv) 15mm Cement plaster of mix 1:6 (1 cement: 6 fine sand) on rough side of half or single brick wall |
| 85 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 86 | Providing Neat cement punning |
| 87 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 88 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm: |
| 89 | 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) |
| 90 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats |
| 91 | 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 | 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. |
| 93 | iii) With material confirming to grade-III (size 26.5 mm to .075 mm) having CBR value -20, Thickness as desired |
| 94 | 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 |
| 95 | 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 cisternincluding 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: |
| 96 | i) W.C. pan with ISI marked white solid plastic seat and lid |
| 97 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 98 | Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete |
| 99 | iv) With Flexible pipe of 40 mm dia |
| 100 | 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. |
| 101 | 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 |
| 102 | ii) 20 mm nominal outer dia Pipes |
| 103 | iii) 25 mm nominal outer dia Pipes |
| 104 | Providing and fixing B class G.I. pipes complete with G.I. fittings including trenching and refilling etc for WATER and AIR, External work |
| 105 | i) 15 mm dia. nominal bore |
| 106 | Providing and fixing brass bib cock of approved quality : |
| 107 | i) 15 mm nominal bore |
| 108 | Providing and fixing brass stop cock of approved quality : |
| 109 | i) 15 mm nominal bore |
| 110 | ii) 20 mm nominal bore |
| 111 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 112 | i) 25 mm nominal bore |
| 113 | iii) 40 mm nominal bore |
| 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 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 |
| 116 | ii) 150 mm dia. R.C.C. pipe |
| 117 | vi) 900 mm dia. R.C.C. pipe |
| 118 | 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 |
| 119 | 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 : |
| 120 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 121 | 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, |
| 122 | ii) 150mm dia in all types of soil up to 90m depth below ground |
| 123 | viii) 150mm dia in Rocky strata & boulders upto 90m depth |
| 124 | xiv) 150mm dia in all types of soil 90m to 150m depth |
| 125 | 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. |
| 126 | ii) 150 mm nominal size dia |
| 127 | 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) |
| 128 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 129 | 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 |
| 130 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 131 | vi) 3 Core x 1.5 sq.mmCopper Cable FRLS |
| 132 | xvii) 3.5 Core x 35 sq. mm Aluminium Cable FRLS |
| 133 | SUPPLY AND LAYING OF FLAT CABLES |
| 134 | i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump |
| 135 | Supply & fixing of flame proof junction box (4 way entry) of BALIGA /CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all completeas per specification and direction of EngineerIn-charge. |
| 136 | Supply & fixing of weatherproof125 mm dia junction box (4 way entry) of BALIGA/CEAG-FCG/FLEXPRO/FEPL makeincluding clamping arrangement, all complete as per specification & direction of Engineer In-charge. |
| 137 | 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) |
| 138 | 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. |
| 139 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 140 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 141 | 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. |
| 142 | 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 |
| 143 | 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 |
| 144 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 145 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 146 | Supply and installation of MCB distribution boardhaving Doubledoorcomplete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. withoutincoming isolator and MCBs |
| 147 | ii) 2+8 way SPN |
| 148 | CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type: |
| 149 | iii) 1200 mm sweep |
| 150 | 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). |
| 151 | ii) 9\" dia light duty, make Khaitan or equivalent |
| 152 | SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete. |
| 153 | ii) 33 LPM 100m head |
| 154 | Supply and Installation of Flame Proof ESD Push Button |
| 155 | S/F of 09 Watt LED Bulb |
| 156 | S/F OF ACP SHEET IN ALUM - DOORS |
| 157 | S/F TOWEL RAIL |
| 158 | S/F SOAP TRAY |
| 159 | HEALTH FAUCET & JET SPRAYS WITH 02 WAY B |
| 160 | New A Site KSK Matladih- P&MWorks |
| 161 | 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. |
| 162 | i) All kinds of Soil |
| 163 | i) Local Fine Sand within grading zone IV |
| 164 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 165 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 166 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 167 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 168 | i) Foundations,footings,bases of column |
| 169 | iii) Columns, piers, abutment, pillars,posts & struts |
| 170 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 171 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 172 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 173 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 174 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 175 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 176 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 177 | xiii) Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 178 | 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 |
| 179 | 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. |
| 180 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 181 | Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete. |
| 182 | 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. |
| 183 | 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: |
| 184 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete. |
| 185 | i) Hot finished welded type tubes |
| 186 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 187 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 188 | 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. |
| 189 | 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 |
| 190 | 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 |
| 191 | ii) 150 mm dia. R.C.C. pipe |
| 192 | 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 : |
| 193 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 194 | 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. |
| 195 | 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 |
| 196 | i) In earth pit with RCC strip raft as per standard Drg. ENG/313 |
| 197 | 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 |
| 198 | ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping |
| 199 | iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping |
| 200 | iv) S/L Welded U/G HD MS Pipes of 40mm dia with fittings,doping |
| 201 | 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 |
| 202 | ii) S/L Threaded A/G HD MS Pipes of 80 mm dia with fittings,Painting |
| 203 | iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting |
| 204 | Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve |
| 205 | iii) S/I Screwed type GM Ball Valve of50 mm dia |
| 206 | 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. |
| 207 | ii) Supply & installation of U type CS bend on vent pipe of 50 mm dia |
| 208 | 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 |
| 209 | i) 2 product - 4 nozzle MPPs/MPDs |
| 210 | 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: |
| 211 | ii) Horizontal air compressor Assembly of 3 HP (160-220 LITRES) including civil works |
| 212 | Tyre Inflator Supply & installation of Digital tyre inflator which is microprocessor based, automatic air pressure controller with solenoid controlled nozzle for automatic fill and release functions. Complete with weather proof cabinet, 3 digit LED displays with backlight illuminations i.e. one for actual tyre pressure and another for set pressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.) |
| 213 | 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) |
| 214 | xii) MPD/MPP pumps upto 2 nos., 0-30 Km |
| 215 | xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km |
| 216 | 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. |
| 217 | 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. |
| 218 | 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 |
| 219 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 220 | 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. |
| 221 | vi) 3 Core x 1.5 sq. mm. |
| 222 | vii) 3 Core x 2.5 sq. mm |
| 223 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 224 | vii) 3 Core x 2.5 sq. mm |
| 225 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 226 | Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil |
| 227 | i) 100mm x 25mm x 2mm |
| 228 | iii) 200mm x 25mm x 2mm |
| 229 | PROVISION OF EARTHING |
| 230 | 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 specif. & direction of Engineer-In-charge |
| 231 | 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 : |
| 232 | i) 50 x 10mm G.I. Strip |
| 233 | ii) 32 x 6 mm G.I.strip |
| 234 | v) 25 x 3 mm GI strip |
| 235 | xi) 10 S.W.G. Cu. Wire |
| 236 | Supplying and providing 100mm squarehensel weather proof junction box for emblem pole/ light pole/yard light |
| 237 | 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. |
| 238 | Kisaan Seva Kendra, Standard drawing No. ENG/IOCL/PDIL-3. List of Componets are: (a) 1 No. MCCB (3P+N) of 63 A, 25 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 (0-60A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 63 A, Manually Operated Change over switch suitable for connection of Mains supply and 10 KVA DG Set /5 KW Solar system with required No. of MCCB (63 A ,25 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 63A, 25 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 60/5 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, 100 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 6 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA in outgoing Feeder-2 (n) 6 Nos DP MCB of 16 A, 10 KAin outgoing Feeder-3 (o) 6 Nos TP MCB of 16 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. |
| 239 | 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 |
| 240 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 241 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 242 | Supplying & drawing inside the poles 3 core 2.5 sq.mm PVC insulated flexible copper conductor, fixing of junction box at the pole base (excluding supply of JB), making all connections on both ends, all complete as per specification and direction of Engineer In-charge. |
| 243 | ii) \"L\" Pole |
| 244 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : |
| 245 | iii) S/E of 5 Meter high galvanised Octagonal pole with top 60mm(A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 210 x 210 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) |
| 246 | 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 |
| 247 | iv) 5KVA stabilizer |
| 248 | THREE PHASE SERVO STABILIZER Supplying and fixing of 3 phase air cooled servo stabilizer for balanced and unbalanced load shall be independent correction of each phase (Range 300 - 460 V minimum) and as per specification |
| 249 | 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. |
| 250 | 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. |
| 251 | As built Drawing for Cable Route & Earth |
| 252 | As built Drawing forPipline Route in C |
| 253 | Earthing Box for Unloading Point |
| 254 | Bottle Trap in Wash Basin |
AI Tender Summary
Tender Timeline
Apr 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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