Sales : +91-777 804 8217
| Name of Work: Development of New “A” Site KSK at Sarasti, Itarhi, Dist: Buxar under Patna Divisional Office of Bihar State Office | |||||
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| Sl.No. | Item Description | Item Code / Make | Qty | Units | |
| 1 | 1 | Part A : Sales Building, Driveway , Borewell etc. Including Allied Civil, Mechanical & Electrical Works) (Other than used in P & M) | B1 | ||
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 | B2 | ||
| 3 | 3 | i) All kinds of Soil | B3 | 70 | M3 |
| 4 | 4 | Extra for excavation for every additional lift of 1.5m or part thereof in ALL KIND OF SOIL | B4 | 5 | M3 |
| 5 | 5 | 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. | B5 | ||
| 6 | 6 | i) Local Fine Sand within grading zone IV | B6 | 40 | M3 |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : | B7 | ||
| 8 | 8 | iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | B8 | 6 | M3 |
| 9 | 9 | v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) | B9 | 4 | M3 |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: | B10 | ||
| 11 | 11 | i) Foundations,footings,bases of column | B11 | 100 | M2 |
| 12 | 12 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | B12 | ||
| 13 | 13 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm upto plinth level | B13 | 7 | M3 |
| 14 | 14 | Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars,piers, abutments, posts and struts etc.UP TO FLOOR V LVL excluding cost of centering,shuttering, finishing and reinforcement : | B14 | ||
| 15 | 15 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | B15 | 5 | M3 |
| 16 | 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | B16 | 9 | M3 |
| 17 | 17 | Providing and laying RCC work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards 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). | B17 | 1 | M3 |
| 18 | 18 | Centering and shuttering including strutting, propping etc. and removal of form for : | B18 | ||
| 19 | 19 | i) Foundations,footings,bases of columns, etc. for mass concrete | B19 | 40 | M2 |
| 20 | 20 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. | B20 | 20 | M2 |
| 21 | 21 | vii)Vertical and horizontal fins individually or forming box, louver bands facias and eaves boards. | B21 | 10 | M2 |
| 22 | 22 | vii) Suspended floors, roofs,landings balconies and access platform with water proof ply 12mm thick. | B22 | 60 | M2 |
| 23 | 23 | vii)Lintels, beams, plinth beams, girders, bressumers , columns, cantilevers. with water proof ply 12mm thick. | B23 | 80 | M2 |
| 24 | 24 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels | B24 | ||
| 25 | 25 | ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | B25 | 2700 | KG |
| 26 | 26 | Providing and laying Brick work with bricks of class designation 75 Including Scaffolding : | B26 | ||
| 27 | 27 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH | B27 | 10 | M3 |
| 28 | 28 | iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in superstructure ABVOE PLINTH & UP TO FLOOR V LEVEL | B28 | 6 | M3 |
| 29 | 29 | x) Half brick masonry in Cement mortar 1:4 (1 cement : 4 coarse sand) superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL | B29 | 25 | M2 |
| 30 | 30 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine sand complete. | B30 | 30 | M2 |
| 31 | 31 | Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | B31 | 50 | KG |
| 32 | 32 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately. | B32 | ||
| 33 | 33 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections | B33 | 90 | KG |
| 34 | 34 | 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) | B34 | 30 | KG |
| 35 | 35 | 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): | B35 | ||
| 36 | 36 | i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | B36 | 1 | M2 |
| 37 | 37 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) | B37 | 6 | M2 |
| 38 | 38 | iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) | B38 | 2 | M2 |
| 39 | 39 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot & single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | B39 | ||
| 40 | 40 | i) With stainless steel cover plate | B40 | 2 | EA |
| 41 | 41 | 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. | B41 | 100 | KG |
| 42 | 42 | 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: | B42 | 200 | KG |
| 43 | 43 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire as per IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover. | B43 | 24 | M2 |
| 44 | 44 | Providing and fixing ball bearing for rolling shutters. | B44 | 6 | EA |
| 45 | 45 | 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). | B45 | 6 | M2 |
| 46 | 46 | Steel work in built up tubular trusses including cutting,hoisting fixing in position & applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. | B46 | ||
| 47 | 47 | i) Hot finished welded type tubes. | B47 | 20 | KG |
| 48 | 48 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness as specified by the manufacturer ) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. | B48 | 25 | M2 |
| 49 | 49 | Providing & laying rectified Glazed Ceramic 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) including grouting the joints with white cement and matching pigments etc., complete. | B49 | 25 | M2 |
| 50 | 50 | Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand, including grouting the joints with white cement and matching pigments etc., complete for flooring/skirting as specified. | B50 | ||
| 51 | 51 | i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4 | B51 | 30 | M2 |
| 52 | 52 | iii) Skirting with size of Tiles 60x60Cm in Cement mortar 1:3 | B52 | 10 | M2 |
| 53 | 53 | Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | B53 | ||
| 54 | 54 | ii) 110 mm diameter | B54 | 10 | M |
| 55 | 55 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. | B55 | ||
| 56 | 56 | ii) 12mm Cement plaster of mix1:6 (1 cement: 6 coarse sand) | B56 | 150 | M2 |
| 57 | 57 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. | B57 | ||
| 58 | 58 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) | B58 | 30 | M2 |
| 59 | 59 | Providing Neat cement punning | B59 | 15 | M2 |
| 60 | 60 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | B60 | 180 | M2 |
| 61 | 61 | Applying one coat of cement primer of approved brand and manufacture on wall surface : | B61 | 180 | M2 |
| 62 | 62 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm | B62 | 20 | M2 |
| 63 | 63 | Finishing walls with Acrylic Smooth exterior paint of required shade with Two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. | B63 | 150 | M2 |
| 64 | 64 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats | B64 | 100 | M2 |
| 65 | 65 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | B65 | 150 | M2 |
| 66 | 66 | Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as per direction of Engineer-in-charge : | B66 | ||
| 67 | 67 | i) Water bound macadam road | B67 | 20 | M2 |
| 68 | 68 | 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 | B68 | 100 | M2 |
| 69 | 69 | 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 and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge. | B69 | ||
| 70 | 70 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired | B70 | 82 | M3 |
| 71 | 71 | 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 in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications of Engineer-in- charge | B71 | 123 | M3 |
| 72 | 72 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge. | B72 | 1 | M3 |
| 73 | 73 | Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required -White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. | B73 | 1 | EA |
| 74 | 74 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | B74 | 4 | EA |
| 75 | 75 | Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete | B75 | ||
| 76 | 76 | iv) With Flexible pipe of 40 mm dia | B76 | 4 | EA |
| 77 | 77 | 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. | B77 | 4 | EA |
| 78 | 78 | Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan)with seat lid with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend 20mm over flow pipe with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | B78 | 3 | EA |
| 79 | 79 | 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, | B79 | ||
| 80 | 80 | i) Up to 300mm dia in all type of soil up to 90m depth below ground | B80 | 70 | M |
| 81 | 81 | vii) Up to 300mm dia in all type of soil 90m to 150m depth | B81 | 10 | M |
| 82 | 82 | 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. | B82 | ||
| 83 | 83 | i) 100 mm nominal size dia | B83 | 60 | M |
| 84 | 84 | ii) 150 mm nominal size dia | B84 | 5 | M |
| 85 | 85 | 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. | B85 | 4 | M3 |
| 86 | 86 | 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: | B86 | ||
| 87 | 87 | i) 100 mm dia | B87 | 1 | EA |
| 88 | 88 | 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 | B88 | ||
| 89 | 89 | ii) 150 mm dia clamp | B89 | 1 | EA |
| 90 | 90 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). | B90 | ||
| 91 | 91 | i) 100 mm dia | B91 | 1 | EA |
| 92 | 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall | B92 | ||
| 93 | 93 | i) 15 mm nominal outer dia Pipes | B93 | 20 | M |
| 94 | 94 | ii) 20 mm nominal outer dia Pipes | B94 | 30 | M |
| 95 | 95 | iii) 25 mm nominal outer dia Pipes | B95 | 20 | M |
| 96 | 96 | Providing and fixing Chlorinated Polyvinyl Chloride (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. | B96 | ||
| 97 | 97 | i) 15 mm nominal outer dia Pipes | B97 | 20 | M |
| 98 | 98 | ii) 20 mm nominal outer dia Pipes | B98 | 20 | M |
| 99 | 99 | iii) 25 mm nominal outer dia Pipes | B99 | 10 | M |
| 100 | 100 | Providing and fixing B class G.I. pipes complete with G.I. fittings & clamps, i/c cutting & making good the walls etc. Internal work Exposed on wall. | B100 | ||
| 101 | 101 | i) B class 15 mm nominal outer dia .Pipes. | B101 | 20 | M |
| 102 | 102 | Providing and fixing brass bib cock of approved quality : | B102 | ||
| 103 | 103 | i) 15 mm nominal bore | B103 | 4 | EA |
| 104 | 104 | Providing and fixing brass stop cock of approved quality : | B104 | ||
| 105 | 105 | i) 15 mm nominal bore | B105 | 4 | EA |
| 106 | 106 | ii) 20 mm nominal bore | B106 | 4 | EA |
| 107 | 107 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc., with C.I. 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 nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With Common burnt clay bricks of class designation 75 | B107 | 2 | EA |
| 108 | 108 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | B108 | 1000 | L |
| 109 | 109 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms, - 15 mm nominal bore. | B109 | 5 | EA |
| 110 | 110 | Providing and fixing PTMT grating of approved quality and colour. | B110 | ||
| 111 | 111 | i) Circular type,100 mm nominal dia. | B111 | 4 | EA |
| 112 | 112 | 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 | B112 | ||
| 113 | 113 | ii) 150 mm dia. R.C.C. pipe | B113 | 20 | M |
| 114 | 114 | iv) 300 mm dia. R.C.C. pipe | B114 | 10 | M |
| 115 | 115 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.with common burnt clay bricks of class designation 75 | B115 | 1 | EA |
| 116 | 116 | Boring, Providing & installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : | B116 | ||
| 117 | 117 | i) 300 mm dia piles | B117 | 76 | M |
| 118 | 118 | Extra over item for Single UR pile for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid). | B118 | ||
| 119 | 119 | i) 300 mm dia piles | B119 | 8 | EA |
| 120 | 120 | Supply and Laying 3.5 Core x 50 sq. mm Aluminium Cable FRLS as per specifications and direction of Engineer in charge | B120 | 50 | M |
| 121 | 121 | Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc | B121 | ||
| 122 | 122 | 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. | B122 | 1 | EA |
| 123 | 123 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc | B123 | 1 | M2 |
| 124 | 124 | Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. | B124 | 1 | EA |
| 125 | 125 | 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. | B125 | 10 | EA |
| 126 | 126 | 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 | B126 | 10 | EA |
| 127 | 127 | 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 | B127 | ||
| 128 | 128 | Sub-main/power wiring with PVC insulated Copper wire of 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire, as per specifications and direction of Engineer in Charge. | B128 | 90 | M |
| 129 | 129 | 5 Amp Piano type switch | B129 | 20 | EA |
| 130 | 130 | 5 Amp Piano type 3 pin socket | B130 | 10 | EA |
| 131 | 131 | 15Amp modular type 6 pin socket | B131 | 5 | EA |
| 132 | 132 | S/F modular switch frame with 3 module frame, as per specifications and direction of Engineer in Charge. | B132 | 2 | EA |
| 133 | 133 | S/F modular switch frame with 4 module frame, as per specifications and direction of Engineer in Charge. | B133 | 2 | EA |
| 134 | 134 | S/F modular switch frame with 6 module frame, as per specifications and direction of Engineer in Charge. | B134 | 1 | EA |
| 135 | 135 | S/F modular switch frame with 12 module frame, as per specifications and direction of Engineer in Charge. | B135 | 1 | EA |
| 136 | 136 | Supplying and fixing of following MCBs with necessary inter connections on existing DB, Panel board etc. | B136 | ||
| 137 | 137 | Upto 32A DP MCB | B137 | 2 | EA |
| 138 | 138 | Supply and installation of MCB distribution board having Double door complete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. without incoming isolator and MCBs | B138 | ||
| 139 | 139 | vi) 8 way (4+24) TPN | B139 | 1 | EA |
| 140 | 140 | S/F approved make 4 pole change over switch in 63 Amps., 4 Pole, as per specifications and direction of Engineer in Charge | B140 | 1 | EA |
| 141 | 141 | Supply and Installation of Flame Proof ESD Push Button | B141 | 2 | EA |
| 142 | 142 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watt, having IP65 protection class with Pressure Die Cast Aluminium housing & with 4mm thick toughened glass of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and 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. | B142 | 4 | EA |
| 143 | 143 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watt, having IP20 protection class with Pressure Die Cast Aluminium housing & with 4mm thick toughened glass of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers & accompany LM79 / IS 16106 test reports & reference/batch nos of LEDs & 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. | B143 | 4 | EA |
| 144 | 144 | CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:1200 mm sweep | B144 | 2 | EA |
| 145 | 145 | EXHAUST FANS -9\" dia light duty, make Khaitan or equivalent | B145 | 4 | EA |
| 146 | 146 | SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete. | B146 | ||
| 147 | 147 | 33 LPM 100m head | B147 | 1 | EA |
| 148 | 148 | S/I of FRP Septic Tank | B148 | 1 | EA |
| 149 | 149 | S/F OF ACP SHEET IN ALUM - DOORS | B149 | 6 | SQM |
| 150 | 150 | S/F TOWEL RAIL | B150 | 4 | EA |
| 151 | 151 | S/F SOAP TRAY | B151 | 4 | EA |
| 152 | 152 | HEALTH FAUCET & JET SPRAYS WITH 02 WAY BIB COCK IN TOILET | B152 | 4 | EA |
| 153 | 153 | Submission of as built drawing for Cable Route & Earthing System | B153 | 1 | LS |
| 154 | 154 | Submission of as built drawing for Pipeline route & Water drainage system | B154 | 1 | LS |
| 155 | 155 | Plant & Machinery (Tank / DU / Yard Light / Air Compressor / DAG / Panel/KSK Signage (including all allied civil / mechanical / electrical works) | B155 | ||
| 156 | 156 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. | B156 | ||
| 157 | 157 | i) All kinds of Soil | B157 | 60 | M3 |
| 158 | 158 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place IN ALL KIND OF SOILS | B158 | ||
| 159 | 159 | i) Pipes,cables etc. not exceeding 80mm dia | B159 | 60 | M |
| 160 | 160 | 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. | B160 | ||
| 161 | 161 | i) Local Fine Sand within grading zone IV | B161 | 40 | M3 |
| 162 | 162 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : | B162 | ||
| 163 | 163 | iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | B163 | 5 | M3 |
| 164 | 164 | v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) | B164 | 6 | M3 |
| 165 | 165 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC | B165 | ||
| 166 | 166 | i) C&S for PCC in foundations,footings,bases of column | B166 | 50 | M2 |
| 167 | 167 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | B167 | ||
| 168 | 168 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | B168 | 2 | M3 |
| 169 | 169 | Centering and shuttering including strutting, propping etc. and removal of form for : | B169 | ||
| 170 | 170 | i) Foundations,footings,bases of columns, etc. for mass concrete | B170 | 50 | M2 |
| 171 | 171 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels | B171 | ||
| 172 | 172 | ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | B172 | 400 | KG |
| 173 | 173 | Providing and laying Brick work with bricks of class designation 75 Including Scaffolding : | B173 | ||
| 174 | 174 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH | B174 | 12 | M3 |
| 175 | 175 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine sand complete. | B175 | 48 | M2 |
| 176 | 176 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters,sills,facias,Pump Island & similar locations of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. complete at all levels. | B176 | ||
| 177 | 177 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm | B177 | 4 | M2 |
| 178 | 178 | 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. | B178 | 2 | M2 |
| 179 | 179 | 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. | B179 | 500 | KG |
| 180 | 180 | 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: | B180 | 400 | KG |
| 181 | 181 | Steel work in built up tubular trusses including cutting,hoisting fixing in position & applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. | B181 | ||
| 182 | 182 | i) Hot finished welded type tubes. | B182 | 20 | KG |
| 183 | 183 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. | B183 | ||
| 184 | 184 | ii) 12mm Cement plaster of mix1:6 (1 cement: 6 coarse sand) | B184 | 20 | M2 |
| 185 | 185 | Applying one coat of cement primer of approved brand and manufacture on wall surface : | B185 | 20 | M2 |
| 186 | 186 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm | B186 | 20 | M2 |
| 187 | 187 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | B187 | 100 | M2 |
| 188 | 188 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc., with C.I. 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 nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With Common burnt clay bricks of class designation 75 | B188 | 3 | EA |
| 189 | 189 | 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. | B189 | 40 | M |
| 190 | 190 | 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 : | B190 | ||
| 191 | 191 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate | B191 | 24 | EA |
| 192 | 192 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate | B192 | 8 | EA |
| 193 | 193 | INSTALLATION OF SUPPLIED 20KL TANK | B193 | ||
| 194 | 194 | i) In earth pit with RCC strip raft as per standard Drg. ENG/313 | B194 | 2 | LS |
| 195 | 195 | 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 | B195 | ||
| 196 | 196 | S/L Threaded U/G HD MS Pipes of 80 mm dia with fittings,doping | B196 | 4 | M |
| 197 | 197 | 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 painting 2 coats of red oxide zinc phosphate primer and 2 coats of Synthetic enamel / aluminium finish paint as per IOCL specifications | B197 | ||
| 198 | 198 | S/L Threaded A/G HD MS Pipes of 80 mm dia with fittings,Painting | B198 | 2 | M |
| 199 | 199 | S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting | B199 | 12 | M |
| 200 | 200 | 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 | B200 | ||
| 201 | 201 | S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping | B201 | 6 | M |
| 202 | 202 | 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 | B202 | 6 | EA |
| 203 | 203 | iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding | B203 | 3 | EA |
| 204 | 204 | Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazing wire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends. | B204 | ||
| 205 | 205 | ii) Supply & installation of U type CS bend on vent pipe of 50 mm dia | B205 | 1 | EA |
| 206 | 206 | Supply and installation of screwed type gun metal valves as per IOC specifications: Angular Check Valve | B206 | ||
| 207 | 207 | S/I Screwed type GM Angular Check Valve of 50 mm dia | B207 | 4 | EA |
| 208 | 208 | INSTALLATION OF SD/HD DISPENSING PUMPS (MONO /DUAL) Installation of supplied standard duty/heavy duty dispensing pump on existing pump island as per IOCL's drawings and instructions including supplying /filling required quantity of dry sand in the pit(s) below the pump | B208 | ||
| 209 | 209 | Installation of DU Including providing necessary anchor bolts and C.C. foundation | B209 | 2 | EA |
| 210 | 210 | Air compressor S&I of horizontal air compressor assembly including civil works. | B210 | ||
| 211 | 211 | S/I of Horizontal air compressor Assembly of 2 HP (100-160 LITRES) including civil works | B211 | 1 | EA |
| 212 | 212 | 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 LCD 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.) | B212 | 1 | EA |
| 213 | 213 | Transportation of equipment from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose ( In case of tank same shall be loaded by the tank fabrication contractor). Octroi if any, shall be paid on production of receipt. | B213 | ||
| 214 | 214 | viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km | B214 | 1 | LS |
| 215 | 215 | ix) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km | B215 | 130 | KM |
| 216 | 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. | B216 | 4 | LS |
| 217 | 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 loaded type 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,Cover and 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. | B217 | 1 | EA |
| 218 | 218 | CABLING & ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. wherever 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 | B218 | ||
| 219 | 219 | Supply and Laying 3 Core x 2.5 sq. mm Copper Cable FRLS as per specifications and direction of Engineer in charge | B219 | 310 | M |
| 220 | 220 | SUPPLY AND LAYING OF FLAT CABLES | B220 | ||
| 221 | 221 | 3core, 2.5 sq.mm copper Flat Cable for submersible pump | B221 | 30 | M |
| 222 | 222 | 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 Compression cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification & 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. | B222 | ||
| 223 | 223 | P/F cable termination for 3 Core x 2.5 sq. mm with Non FLP double compression glands,lugs etc. as per specifications and direction of Engineer-in charge. | B223 | 5 | EA |
| 224 | 224 | 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, Beluga/CEAG-FCG /Flexor/ 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. | B224 | ||
| 225 | 225 | P/F Cable termination for 3 Core x 2.5 sq. mm with FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | B225 | 10 | EA |
| 226 | 226 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen | B226 | 5 | M |
| 227 | 227 | PROVISION OF EARTHING | B227 | ||
| 228 | 228 | 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 | B228 | 2 | EA |
| 229 | 229 | Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : | B229 | ||
| 230 | 230 | Supply & Laying Earthing 50 x 10mm G.I. Strip as per specifications and direction of Engineer in Charge. | B230 | 20 | M |
| 231 | 231 | Supply & Laying Earthing 32 x 6 mm G.I.strip as per specifications and direction of Engineer in Charge. | B231 | 30 | M |
| 232 | 232 | iii) 50 x 6 mm G.I. Strip | B232 | 70 | M |
| 233 | 233 | Supply & Laying Earthing 25 x 3 mm GI strip as per specifications and direction of Engineer in Charge. | B233 | 100 | M |
| 234 | 234 | Supply & Laying Earthing 10 S.W.G. G.I. Wire (bare) as per specifications and direction of Engineer in Charge. | B234 | 100 | M |
| 235 | 235 | 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) | B235 | 1 | EA |
| 236 | 236 | 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. | B236 | ||
| 237 | 237 | 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 coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/ Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 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 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 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 KA in 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 of IOCL. | B237 | 1 | EA |
| 238 | 238 | 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 | B238 | ||
| 239 | 239 | Sub-main/power wiring with PVC insulated Copper wire of 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire, as per specifications and direction of Engineer in Charge. | B239 | 5 | M |
| 240 | 240 | 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 protection including all accessories complete (for displays) for the following VA ratings. | B240 | ||
| 241 | 241 | 500VA CVT | B241 | 2 | EA |
| 242 | 242 | SINGLE SERVO VOLTAGE STABILISER Supply and fixing of 230V, Single phase, AC Servo voltage stabilizer of approved makes,(Range - 180 - 250 minimum) shall be provided for Individual dispensing pump as per IE Regulation and as per specification | B242 | ||
| 243 | 243 | 5KVA stabilizer | B243 | 2 | EA |
| 244 | 244 | Supplying & drawing inside the L-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. | B244 | 8 | EA |
| 245 | 245 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separately) : | B245 | ||
| 246 | 246 | 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) | B246 | 8 | EA |
| 247 | 247 | Supply and Fixing of LED (Light Emitting Diode) light fitting of 100 Watts Light having IP65 protection class with Pressure Die Cast Aluminium housing & with 4mm thick toughened glass of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-277V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 120 Lumens per Watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and 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. | B247 | 8 | EA |
| 248 | 248 | DISPENSING PUMP CONNECTIONS | B248 | ||
| 249 | 249 | Providing dispensing pump power circuit connection with copper conductor single core PVC sheathed wire as per recommendations of the pump manufacturer (make of pumps: L&T /MIDCO /AVERY / Tatsuno/ Nouvopignone) | B249 | 2 | EA |
| 250 | 250 | Supply & Fixing of Earthing Clip Box of Size 200x300x400 mm for keeping crocodile clip | B250 | 1 | EA |
| 251 | 251 | Provision of Approach-Direct Access | B251 | ||
| 252 | 252 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. | B252 | ||
| 253 | 253 | EXC. OVER AREAS IN ALL KINDS OF SOIL | B253 | 20 | M3 |
| 254 | 254 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete | B254 | 5 | M3 |
| 255 | 255 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : | B255 | ||
| 256 | 256 | iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | B256 | 0.5 | M3 |
| 257 | 257 | vi)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) | B257 | 0.5 | M3 |
| 258 | 258 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC | B258 | ||
| 259 | 259 | i) C&S for PCC in foundations,footings,bases of column | B259 | 20 | M2 |
| 260 | 260 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | B260 | ||
| 261 | 261 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm upto plinth level | B261 | 5 | M3 |
| 262 | 262 | Centering and shuttering including strutting, propping etc. and removal of form for : | B262 | ||
| 263 | 263 | i) Foundations,footings,bases of columns, etc. for mass concrete | B263 | 50 | M2 |
| 264 | 264 | ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | B264 | 50 | KG |
| 265 | 265 | Providing and laying Brick work with bricks of class designation 75 Including Scaffolding : | B265 | ||
| 266 | 266 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH | B266 | 0.5 | M3 |
| 267 | 267 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. | B267 | ||
| 268 | 268 | ii) 12mm Cement plaster of mix1:6 (1 cement: 6 coarse sand) | B268 | 10 | M2 |
| 269 | 269 | 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 and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge. | B269 | ||
| 270 | 270 | ii) With material confirming to grade-I (size 53 mm to .075 mm) having CBR value -30,Thickness as desired | B270 | 22 | M3 |
| 271 | 271 | 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 in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications of Engineer-in- charge | B271 | 33 | M3 |
| 272 | 272 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge. | B272 | 1 | M3 |
| 273 | 273 | 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 | B273 | ||
| 274 | 274 | iv) 300 mm dia. R.C.C. pipe | B274 | 3 | M |
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