Tender For Development Of New Coco Site Ro At Iocl Owned Land-Thekaraguri Bitumen Cfa, District - Nagaon, Assam.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 Sep 2026
12 days left
EMD
74000
Bank guarantee accepted
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Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Marigaon → Assam
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Development Of New Coco Site Ro At Iocl Owned Land-Thekaraguri Bitumen Cfa, District - Nagaon, Assam.
BOQ
| Sl. No. | Item Description |
| 1 | DRIVEWAY & APPROACHES LAND FILLING |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 3 | i) All kinds of Soil |
| 4 | 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 |
| 5 | iii) With material confirming to grade-III (size 26.5 mm to .075 mm) having CBR value -20, Thickness as desired |
| 6 | 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 |
| 7 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 8 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 9 | i) All kinds of Soil |
| 10 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 11 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 12 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 13 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 14 | 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. |
| 15 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 16 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 17 | CULVERT & OPEN DRAIN |
| 18 | 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 |
| 19 | i) All kinds of Soil |
| 20 | i) Local Fine Sand within grading zone IV |
| 21 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 22 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 23 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 24 | 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: |
| 25 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 26 | ii) Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. |
| 27 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 28 | Providing Neat cement punning |
| 29 | 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. |
| 30 | 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 |
| 31 | i) All kinds of Soil |
| 32 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 33 | 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 |
| 34 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 35 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 36 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 38 | i) Foundations,footings,bases of column |
| 39 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 40 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 41 | 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 |
| 42 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 43 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 44 | Providing Neat cement punning |
| 45 | CONSTRUCTION OF SALES BUILDING |
| 46 | 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 |
| 47 | i) All kinds of Soil |
| 48 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 49 | 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 |
| 50 | 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. |
| 51 | i) Local Fine Sand within grading zone IV |
| 52 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil |
| 53 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 54 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 56 | i) Foundations,footings,bases of column |
| 57 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 58 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 59 | 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. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 60 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 61 | 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 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) |
| 62 | 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). |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 64 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 65 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 66 | vii) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 67 | viii) Suspended floors, roofs,landings balconies and access platform with water proof ply 12mm thick |
| 68 | ix) Lintels, beams, plinth beams, girders, bressumers cantilevers and with water proof ply 12mm thick |
| 69 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 70 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 71 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 72 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 73 | viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 74 | 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 |
| 75 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover |
| 76 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. |
| 77 | 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. |
| 78 | Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified |
| 79 | i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 80 | 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. |
| 81 | ii) 110 mm diameter |
| 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 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. |
| 85 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 86 | 40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 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 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) |
| 89 | Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm |
| 90 | 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. |
| 91 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 92 | i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 93 | 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. |
| 94 | Providing and fixing toilet paper holder : |
| 95 | i) C.P. brass |
| 96 | Providing and fixing soil, waste and vent pipes : |
| 97 | i) 100mm dia Sand cast iron S&S pipe as per IS: 1729. |
| 98 | 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 |
| 99 | i) 15 mm nominal outer dia Pipes |
| 100 | ii) 20 mm nominal outer dia Pipes |
| 101 | iii) 25 mm nominal outer dia Pipes |
| 102 | v) 40 mm nominal outer dia Pipes |
| 103 | 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. |
| 104 | ii) 20 mm nominal outer dia Pipes |
| 105 | iii) 25 mm nominal outer dia Pipes |
| 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 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 111 | i) 25 mm nominal bore |
| 112 | iii) 40 mm nominal bore |
| 113 | Providing and fixing first quality (heavy duty) type glazed vitreous china P or S trap Wall hung coloured water closet, seat cover, CP nuts, bolts and other necessary fittings all complete and as per specification and direction of Engineer-in-charge. |
| 114 | Providing & fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 115 | i) 100mm inlet & 100mm outlet SCI S&S as per IS - 3989. |
| 116 | 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 |
| 117 | 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) |
| 118 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 119 | 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) |
| 120 | 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): |
| 121 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) |
| 122 | Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceilings, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. |
| 123 | ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 124 | 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). |
| 125 | Providing & fixing chromium plated brass 100mm mortice latch & lock with 6 levers & a pair of lever handles with necessary screws etc complete (best make of approved quality). |
| 126 | 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 : |
| 127 | i) 250x10 mm |
| 128 | ii) 200x10 mm |
| 129 | Providing & fixing aluminium handles ISI marked 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 : |
| 130 | i) 125 mm |
| 131 | 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. |
| 132 | i) With stainless steel cover plate minimum 1.25 mm thickness |
| 133 | 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. |
| 134 | i) Powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 135 | i) Supplying and drawing following 2 pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 136 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 137 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 138 | iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire |
| 139 | iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire |
| 140 | iv) 4 way (4+12) TPN |
| 141 | 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 Polycarbonate diffuser 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. |
| 142 | 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 Polycarbonate diffuser 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. |
| 143 | iii) 1200 mm sweep |
| 144 | ii) 9\\" dia light duty, make Khaitan or equivalent |
| 145 | Supplying and fixing of MV Lightining Arrestor horn gap type as required |
| 146 | Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earthpit by 40x6mm GI strip (excluding supply and laying of GI strip) |
| 147 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 148 | v) 4 poles, 63A |
| 149 | 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 |
| 150 | iii) 4 module frame |
| 151 | v) 8 module frame |
| 152 | viii) 15 A Modular switch |
| 153 | Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75mm x 30mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with MS tubes of size 33mm x 17mm x 1mm painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and rails with a cavity to receive single piece extruded 5mm PVC sheet as panel. The styles and rails shall be mitred cut and joint with help of PVC solvent cement and self tapping screws. Single piece extruded solid PVC lock rail of size 100mm x 30mm with wall thickness 5mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8mm complete as per manufacturer's specifications and direction of Engineer-in-charge |
| 154 | i) Non Decorative finish |
| 155 | CONSTRUCTION OF SEPTIC TANK & SOAK PIT |
| 156 | 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 |
| 157 | i) All kinds of Soil |
| 158 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 159 | x) 1:5:10(1 Cement :5 Coarse Sand : 10 Graded stone aggregate of 40mm) |
| 160 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 161 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 162 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 163 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 164 | i) Foundations,footings,bases of column |
| 165 | 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 |
| 166 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 167 | TANKS & PUMPS INSTALLATION |
| 168 | i) In earth pit with RCC strip raft as per standard Drg. ENG/313 |
| 169 | iii) 15/20 KL Tank with fittings : 0 - 30 Km |
| 170 | iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km |
| 171 | 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: |
| 172 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 173 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 174 | 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. |
| 175 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 176 | Permanite oil packing 600 mm dia 3mm thick for tank manhole conforming to BS – 1832/58 |
| 177 | ii) S/L Threaded U/G HD MS Pipes of 80 mm dia with fittings,doping |
| 178 | iv) S/L Threaded U/G HD MS Pipes of 40 mm dia with fittings,doping |
| 179 | iv) S/L Threaded A/G HD MS Pipes of 40 mm dia with fittings,Painting |
| 180 | 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. |
| 181 | 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. |
| 182 | iii) S/I Screwed type GM Ball Valve of 50 mm dia |
| 183 | i) 2 product - 4 nozzle MPPs/MPDs |
| 184 | ix) Mono/Duo pump/Air Comp/STP/All other pumps - (3 nos. up to 6 nos. pumps), 0-30 Km |
| 185 | x) Mono/Duo pump/Air Comp./STP/All other pumps - (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km |
| 186 | Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge |
| 187 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 188 | vii) 3 Core x 2.5 sq. mm |
| 189 | i) Providing dispensing pump lighting connection with copper conductor, single core PVC sheathed wire as per recommendation of the pump manufacturer (make of pumps L&T /MIDCO / AVERY /Tatsuno /Nouvopignone) |
| 190 | i) S/I of 12 Volt, 7AH Charged LA battery of approved make with stand |
| 191 | i) All kinds of Soil |
| 192 | i) Local Fine Sand within grading zone IV |
| 193 | iii) S/W Slipon flanges of 50 mm dia. conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein |
| 194 | iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding |
| 195 | i) All kinds of Soil |
| 196 | viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) |
| 197 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 198 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 199 | 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. |
| 200 | i) Local Fine Sand within grading zone IV |
| 201 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 202 | 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: |
| 203 | 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. |
| 204 | STRUCTURAL STEEL CANOPY (16M X 12M) |
| 205 | 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 |
| 206 | i) All kinds of Soil |
| 207 | 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. |
| 208 | i) Local Fine Sand within grading zone IV |
| 209 | v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm |
| 210 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 211 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 212 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 213 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 214 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 215 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 216 | 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 : |
| 217 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 218 | 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 nominal size), 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 |
| 219 | 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 |
| 220 | ii) 150 mm dia. R.C.C. pipe |
| 221 | iv) 300 mm dia. R.C.C. pipe |
| 222 | Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking 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 kinds of soil |
| 223 | iv) Pipes, Cable etc. > 80mm < 300m dia |
| 224 | Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 225 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 226 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 227 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 228 | 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. |
| 229 | ii) 110 mm diameter |
| 230 | Providing & fixing BARE Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.55 mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 231 | Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa and 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continues coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure. |
| 232 | 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: |
| 233 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 234 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 235 | 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 Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and 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. |
| 236 | vii) 3 Core x 2.5 sq. mm |
| 237 | Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing. |
| 238 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 239 | Supply and fixing of Linear Recessed mounted LED (Light Emitting Diode) Light fittings of size 2400mm and 80 Watt, having IP 65 protection class with Pressure Die Cast Aluminium housing and with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer-in-charge. High Efficiency Translucence(HET) diffuser. Colour Rendering Index CRI>80, Temp-0 to 45 Deg C, Driver efficiency>85%, THD < 10%, CCT- 6500 K Powerfactor>0.95, Surge protection-2 kV, Multistage Isolated Constant Current-Constant Voltage operated driver with range 140-270V AC and Safety Extra Low Voltage Safe level < 60V DC as per IEC standard, Luminaire lumen ≥ 2100lm. Each lot of Fittings shall have serial numbers & accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminarie etc |
| 240 | YARD ILLUMINATION |
| 241 | i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) |
| 242 | i) All kinds of Soil |
| 243 | 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 |
| 244 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 245 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 246 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 247 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 248 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 249 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate |
| 250 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 251 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 252 | ii) S/E of 9 Meter high galvanised Octagonal pole with top 90mm(A/F), bottom 158mm (A/F), made up of 3mm thick plate having a base plate of size 285 x 285 x 16 with double arm 1500mm long bracket arm made up of 48 O.D. pipe with EN grade galvanised foundation bolts & 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) |
| 253 | i) All kinds of Soil |
| 254 | 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 |
| 255 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 256 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 257 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 258 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 259 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 260 | ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate |
| 261 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 262 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 263 | MONOLITH FOUNDATION |
| 264 | 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. |
| 265 | i) All kinds of Soil |
| 266 | 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 |
| 267 | 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. |
| 268 | i) Local Fine Sand within grading zone IV |
| 269 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 270 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 271 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 272 | i) Foundations,footings,bases of column |
| 273 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 274 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 275 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 276 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 277 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 278 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 279 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 280 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 281 | viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 282 | 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 : |
| 283 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 284 | Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete |
| 285 | iv) With Flexible pipe of 40 mm dia |
| 286 | HOARDING |
| 287 | i) All kinds of Soil |
| 288 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 289 | i) Foundations,footings,bases of column |
| 290 | i) Hot finished welded type tubes |
| 291 | 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: |
| 292 | 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. |
| 293 | i) 2 Core x 1.5 sq. mm. (copper) |
| 294 | Supply & fixing of flame proof junction box (4 way entry) of BALIGA /CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all complete as per specification and direction of Engineer In-charge. |
| 295 | i) 2 Core x 1.5 sq. mm |
| 296 | v) 25 x 3 mm GI strip |
| 297 | ii) Upto 32A DP MCB |
| 298 | Supply and fixing of 30 W LED (Light Emitting Diode) light fixture with fittings and accessories for hoarding light purposes having IP65 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 299 | DISPLAY BOARD MANDATORY AND ADVERTISEMENT |
| 300 | i) All kinds of Soil |
| 301 | 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 |
| 302 | i) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum |
| 303 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 304 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 305 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 306 | i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate |
| 307 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 308 | i) Hot finished welded type tubes |
| 309 | ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 310 | 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. |
| 311 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 312 | vii) 3 Core x 2.5 sq. mm |
| 313 | i) for 2.5 sq.mm. cable entry size with 9 terminals |
| 314 | ii) 2+8 way SPN |
| 315 | ii) Upto 32A DP MCB |
| 316 | 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 Polycarbonate diffuser 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. |
| 317 | i) All kinds of Soil |
| 318 | 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 |
| 319 | i) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum |
| 320 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 321 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 322 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 323 | i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate |
| 324 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 325 | i) Hot finished welded type tubes |
| 326 | ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 327 | 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. |
| 328 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 329 | vii) 3 Core x 2.5 sq. mm |
| 330 | i) for 2.5 sq.mm. cable entry size with 9 terminals |
| 331 | ii) Upto 32A DP MCB |
| 332 | 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 Polycarbonate diffuser 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. |
| 333 | i) Hot finished welded type tubes |
| 334 | 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. |
| 335 | BOREWELL |
| 336 | 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, |
| 337 | x) 300mm dia in Rocky strata & boulders upto 90m depth |
| 338 | xxii) 300mm dia in Rocky strata & boulders 90m to 150m depth |
| 339 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed or plain bevel ended pipe (type A) of required diameter conforming to IS: 8110, of reputed & approved make,having wall thickness not less than 5.40mm including painting with out side surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including required hire and labour charges, fitting and accessories, all complete, for all depths, as per direction of Engineer-in-charge. |
| 340 | ii) 150 mm nominal size dia |
| 341 | iii) 200 mm nominal size dia |
| 342 | 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. |
| 343 | i) 100 mm nominal size dia |
| 344 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 345 | 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. |
| 346 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer in charge. |
| 347 | SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete. |
| 348 | iii) 33 LPM 236m head |
| 349 | 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: |
| 350 | i) 100 mm dia |
| 351 | 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 |
| 352 | i) 100 mm dia clamp |
| 353 | Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc |
| 354 | vii) 40mm dia HDPE pipe for borewell upto a depth of 65m |
| 355 | SUPPLY AND LAYING OF FLAT CABLES |
| 356 | ii) 3core, 4 sq.mm copper Flat Cable for submersible pump |
| 357 | FASD STARTER Supply & Fixing of 3 phase,415V, 50HZ FASD(fully automatic star delta) starter with illuminated ON-OFF push buttons(LED type) having suitably rated thermal overload relay and single phasing preventer with auxillary contactors of approved make of following capacities. |
| 358 | i) 10 HP |
| 359 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 360 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 361 | AIR FACILITY |
| 362 | iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works |
| 363 | i) 15 mm dia. nominal bore |
| 364 | v) 4 Core x 2.5 sq. mm Copper Cable FRLS |
| 365 | 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.) |
| 366 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 367 | vi) 3 Core x 1.5 sq. mm. |
| 368 | xi) 4 Core x 2.5 sq. mm |
| 369 | 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: |
| 370 | viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) |
| 371 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 372 | 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. |
| 373 | 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. |
| 374 | 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 Polycarbonate diffuser 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. |
| 375 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 376 | i) for 2.5 sq.mm. cable entry size with 9 terminals |
| 377 | ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 378 | ELECTRICAL WORKS |
| 379 | COCO, Standard drawing No. ENG/IOCL/PDIL-1. List of Componets are: (a) 1 No. MCCB (3P+N) of 160 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-150A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 160 A, Manually Operated Change over switch suitable for connection of Mains supply and 75 KVA DG Set /10 KW Solar system with required No. of MCCB (160 A, 35 KA, 3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 160A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/ Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 160/5 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, 160 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4. (l) 12 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB 20 A, 10KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA,6 Nos DP MCB of 20A, 10 KA & 3 Nos DP MCB of 25 A, 10 KA in outgoing Feeder-3 (o) 3 Nos TP MCB of 16 A, 10 KA,3 Nos TP MCB of 20A, 10 KA & 6 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL. |
| 380 | vii) 3 Core x 2.5 sq. mm |
| 381 | xvii) 3.5 Core x 35 sq. mm |
| 382 | xix) 3.5 Core x 70 sq. mm Aluminium Cable FRLS |
| 383 | 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. |
| 384 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 385 | Supply and Installation of Flame Proof ESD Push Button |
| 386 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 387 | iv) 5KVA stabilizer |
| 388 | iii) 500VA CVT |
| 389 | Chemical Earthing with Copper Bonded Rod suitable for current carrying capacity of 15kA for 1 second - Supply of chemical earthing Cu Bonded High Tensile Low Carbon Steel Rod of dia not less than 17mm electrode complying to UL 467 Requirements & suitable for current carrying capacity of 15kA for 1 second, exothermic welded & 3Mtr long |
| 390 | iii) 50 x 6 mm G.I. Strip |
| 391 | ii) 32 x 6 mm G.I.strip |
| 392 | v) 25 x 3 mm GI strip |
| 393 | Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking 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 kinds of soil |
| 394 | iv) Pipes, Cable etc. > 80mm < 300m dia |
| 395 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 396 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 397 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 398 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 399 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 400 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 401 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 402 | xiii) Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 403 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 404 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 405 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 406 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 407 | 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 |
| 408 | ii) 150 mm dia. R.C.C. pipe |
| 409 | RETAINING AND BOUNDARY WALL |
| 410 | i) All kinds of Soil |
| 411 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 412 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 413 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 414 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 415 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place. |
| 416 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 417 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 418 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 419 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 420 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 421 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 422 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 423 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats |
| 424 | SUPPLY AND INSTALLATION OF DG SET |
| 425 | v) 25KVA Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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