Tender For Construction Of Bus Stand At Chatka, Jhingurda.
Tender Value
7.25 Crore
Estimated cost
Bid Submission
16 Oct 2026
14 days left
EMD
9.07 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Singrauli → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bus Stand At Chatka, Jhingurda.
BOQ
| Sl. No. | Item Description |
| 1 | Part-A (Civil) |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the areacleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 4 | All kinds of soil |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 6 | Ordinary rock |
| 7 | 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a leadof 50 m. |
| 8 | All kinds of soil. |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the costof centering and shuttering - All work up to plinth level : |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominalsize). |
| 12 | 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 : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mmnominal size). |
| 14 | 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 five level, excluding cost of centering,shuttering, finishing and reinforcement : |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 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 above plinth level 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 (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 21 | Suspended floors, roofs, landings, balconies and access platform |
| 22 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete above plinth level. |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 25 | Brick work with non modular FALG bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | In Cement mortar 1:6 ( 1 Cement : 6 Coarse sand ) |
| 27 | Brickwork with Non Modular FLAG Bricks confirming to IS 12894 , class designation 7.5 average compressive strength etc. Complete in superstructure above plinth level upto floor v level. |
| 28 | In Cement mortar 1:6 ( 1 Cement : 6 Coarse sand ) |
| 29 | 12 mm cement plaster of mix : |
| 30 | 1:6 (1 cement: 6 fine sand) |
| 31 | 6 mm cement plaster of mix : |
| 32 | 1:3 (1 cement : 3 fine sand) |
| 33 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 34 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 35 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer allcomplete. |
| 36 | Fixed to steel windows by welding |
| 37 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a primingcoat of approved steel primer. |
| 38 | Grading roof for water proofing treatment with |
| 39 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 40 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains orcross bands and face veneers on both faces of shutters: |
| 41 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessaryscrews |
| 42 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barreltype) with necessary screws etc. complete : |
| 43 | 250x10 mm |
| 44 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts andscrews etc. complete : |
| 45 | 250x16 mm |
| 46 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 withnecessary screws etc. complete : |
| 47 | 125 mm |
| 48 | With ready mixed red oxide zinc chromate primer of approved brand andmanufacture on steel galvanised iron/ steel works |
| 49 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 50 | Two coats |
| 51 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 52 | Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade : |
| 53 | Two or more coats on new work |
| 54 | Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 55 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shapewith hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. |
| 56 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm |
| 57 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S.15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 58 | Size of Tile 600x600 mm |
| 59 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be 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 complete. |
| 60 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 61 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 62 | Granite of any colour and shade |
| 63 | Area of slab over 0.50 sqm |
| 64 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc.,including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 65 | Granite work |
| 66 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 67 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.projections. |
| 68 | 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, (i) Single socketed pipes. |
| 69 | 110 mm diameter |
| 70 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mmgap for thermal expansion. |
| 71 | Coupler |
| 72 | 110 mm |
| 73 | Single tee with door |
| 74 | 110x110x110 mm |
| 75 | Single tee without door |
| 76 | 110x110x110 mm |
| 77 | Bend 87.5° |
| 78 | 110 mm bend |
| 79 | Shoe (Plain) |
| 80 | 110 mm Shoe |
| 81 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the walletc. complete. |
| 82 | 110 mm |
| 83 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cmdiameter and weighing not less than 440 grams. |
| 84 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 85 | Neat cement punning. |
| 86 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar1:3 (1 cement : 3 fine sand) as per standard design : |
| 87 | In 75x75 mm deep chase |
| 88 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.waste fittings complete. |
| 89 | Flexible pipe |
| 90 | 32 mm dia |
| 91 | 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, upto 90 metre depth below groundlevel. |
| 92 | 300 mm dia |
| 93 | Rocky strata including Boulders |
| 94 | 300 mm dia |
| 95 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. |
| 96 | 100 mm nominal size dia having minimum wall thickness 5.00 mm |
| 97 | 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/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. |
| 98 | 100 mm nominal size dia |
| 99 | Gravel packing 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. |
| 100 | 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. |
| 101 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipeassembly of tubewell as per IS:2800 (part I). |
| 102 | 100 mm dia |
| 103 | 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, allcomplete for borewell of: |
| 104 | 100 mm dia |
| 105 | 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 requiredsize complete. |
| 106 | 100 mm clamp |
| 107 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 108 | 25 to 40 mm nominal bore |
| 109 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching andrefilling etc. External work |
| 110 | 40 mm dia nominal bore |
| 111 | Supply and installation of submersible pump set for borewell (Capacity 3000GPH) head 60M to 120M depending upon yield. H.P commensurtaing to capacity and head as per instruction of EIC (Rates include submersible pump, motor and starter of approved make & ISI mark) (Awarded rate, reference attached) |
| 112 | Supply of submersible cable of ISI marked and approved quality of 4/6 sq. mm as per instruction of EIC (Awarded rate, reference attached) |
| 113 | Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification |
| 114 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 115 | Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 ofspecifications complete but excluding cost of steel in dowel bar and tie rods etc. |
| 116 | Add for the cost of steel in dowel bar including craddle, laps etc. complete required as per design. (Mild Steel) |
| 117 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4coarse sand) : |
| 118 | 25 mm thick |
| 119 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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). |
| 120 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 121 | Providing and fixing mild steel round holding down bolts with nuts and washerplates complete. |
| 122 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. |
| 123 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and 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 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 124 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 125 | 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 basesupport for tank. |
| 126 | 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 goodthe walls etc. |
| 127 | 15 mm nominal dia Pipes |
| 128 | 20 mm nominal dia Pipes |
| 129 | 32 mm nominal dia Pipes |
| 130 | Providing and fixing brass bib cock of approved quality : |
| 131 | 15 mm nominal bore |
| 132 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 133 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 134 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction ofEngineer-in charge. |
| 135 | Orissa pattern W.C Pan of size 580x440 mm |
| 136 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single holebasin mixer |
| 137 | Providing and fixing brass bib cock of approved quality : |
| 138 | 15 mm nominal bore |
| 139 | 20 mm nominal bore |
| 140 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) : |
| 141 | 32 mm nominal bore. |
| 142 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading thepipe and making long screws etc. complete (New work) : |
| 143 | 20 mm nominal bore |
| 144 | 32 mm nominal bore |
| 145 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approvedmake and quality as per direction of Engineer-in-charge. |
| 146 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long completeas per standard design. |
| 147 | With FALG bricks of class designation 7.5 |
| 148 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to woodencleats with C.P. brass screws and washers complete. |
| 149 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not lessthan 106 gms. |
| 150 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 151 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in Ordinary soil (including back filling with approved material) |
| 152 | Depth upto 3 m |
| 153 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. |
| 154 | Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 155 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . |
| 156 | RCC Grade M20 |
| 157 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600. |
| 158 | FE 500D/ FE 550/ FE 550D |
| 159 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 160 | Providing and fixing in position sign board box made of GI sheet and front portion with 4 mm thick ACP, letter will be lighted from inside with LED strip to each other letters etc. complete job in all rspect as per site requirement and as per instruction of EIC |
| 161 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 162 | Part-B (Electrical) |
| 163 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit/ casing caping with modular switch, suitable GI box & earthing the point with 1.5Sq.mm FRLS PVC insulated copper conductor single core etc. as required & as per direction of EIC. All materials Should be as per IS Specification. |
| 164 | Supply & fixing of 5/6Amp, modular switch on the existing modular plate & switch box including connections but excluding modular plate etc. as per site requirement and connection to same etc. complete in all respect.All materials should be as per IS Specifications & as per direction of EIC. |
| 165 | Supply & fixing of 5/6Amp, 3 pin modular socket on the existing modular plate & switch box including connections but excluding modular plate etc. as per site requirement and connection to same etc. complete in all respect.All materials should be as per IS Specifications & as per direction of EIC. |
| 166 | Supplying and fixing suitable size GI box with modular plate cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16A modular socket outlet and 15/16A modular switch, connections etc. complete in all respect as required . All materials should be as per IS Specifications & as per direction of EIC. |
| 167 | Wiring for power point alongwith earth wire (2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire) of FRLS PVC insulated copper conductor, single core cable in surface/ recesed medium class PVC conduit etc. complete in all respect as required . All materials should be as per IS Specifications & as per direction of EIC. |
| 168 | Wiring for circuit/ submain wiring alongwith earth wire (2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire) of FRLS PVC insulated copper conductor, single core cable in surface/ recesed medium class PVC conduit etc. complete in all respect as required . All materials should be as per IS Specifications & as per direction of EIC. |
| 169 | Wiring for circuit/ submain wiring alongwith earth wire (2 X 4 sq. mm + 1 X 4 sq. mm earth wire)with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit etc. complete in all respect as required . All materials should be as per IS Specifications & as per direction of EIC. |
| 170 | Supplying and fixing 20 A rating, 240/415 V, 10 KA, miniature circuit breaker suitable for inductive load of single pole in the existing MCB DB complete with connections, testing and commissioning etc.complete in all respect as required & as per direction of EIC. All materials Should be as per IS Specification. |
| 171 | Supplying and fixing 32 A rating, 240/415 V, 10 KA, miniature circuit breaker suitable for inductive load of single pole in the existing MCB DB complete with connections, testing and commissioning etc.complete in all respect as required & as per direction of EIC. All materials Should be as per IS Specification. |
| 172 | Supplying and fixing 40A rating, 240V, isolator double pole in the existing MCB DB complete with connections, testing and commissioning etc.complete in all respect as required & as per direction of EIC. All materials Should be as per IS Specification. |
| 173 | Supplying and fixing 40 A rating, 240 V, Residual Current Circuit Breaker (RCCB), double pole, having sensivity current 30mA in the existing MCB DB complete with connections, testing and commissioning etc. complete in all respect as per site requirement. All materials should be as per IS Specifications & direction of EIC. |
| 174 | Supplying and fixing 6way SPN double door, sheet steel, MCB distribution board, 240V and neutral on surface/ recess complete with tinned bar , din bar, interconnections, powder painted including earthing etc as required without MCB/RCCB/Isolator complete in all respect as per ISI / IS specification, site requirement & direction of EIC. |
| 175 | Supplying and fixing 63Amp rating, four pole , 415V RCCB having a currenty sensivity 30mA in existing MCB DB with connections work including testing etc. complete in all respect as per ISI / IS specification, site requirement & direction of EIC. |
| 176 | Supply & fixing of 63 Amp. FP isolator suitable for 415V, 50 HZ AC, breaking capacity 10KA, conforms to IS/ IEC:60898-I, for controlling of light/power circuit at main distribution board with connection work etc. complete in all respect as per site requirement & direction of EIC. All materials Should be as per IS Specification. |
| 177 | Supplying and fixing 8 way SPN double door, sheet steel, MCB distribution board, 240V/415V and neutral on surface/ recess complete with tinned bar , din bar, interconnections, powder painted including earthing etc as required without MCB/RCCB/Isolator complete in all respect as per ISI / IS specification, site requirement & direction of EIC. |
| 178 | Supplying and fixing 12 way SPN double door, sheet steel, MCB distribution board, 240V and neutral on surface/ recess complete with tinned bar , din bar, interconnections, powder painted including earthing etc as required without MCB/RCCB/Isolator complete in all respect as per ISI / IS specification, site requirement & direction of EIC. |
| 179 | Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. All materials should be as per IS Specifications and as direction of EIC. |
| 180 | Supplying, erecting and testing of approved make exhaust fan 300mm heavy duty with mounting frame, blades AC 230-250 complete connection and including frame bolt/anchor hole fasteners etc. complete finished as required and providing recess in brick wall suitable for erecting of exhaust fan 450mm sweep for wall thickness upto 9\\" complete with grouting of nut bolts, plastering and colour wash to match the colour of wall. and complete in all respect as per site requirement. All materials should be as per IS Specifications & direction of EIC. |
| 181 | Supply and fixing of LED Tube light 20/22W Integral i/c batten aluminium body, Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy> 100 lm/Watt. LED driver PF> 0.95 & THD < 20%. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. All materials should be as per IS Specifications & direction of EIC. |
| 182 | Providing and erection of black painted galvanized decorative designer 3 meter hight poles in different section, top 60mm dia., bottom 140mm dia. with gold colour painted ornamental cast aluminium ring having lockable weather proof flush door junction box in bottom section, base plate dia. 290mm having 4 holes of 22mm dia. complete erected in an approved manner on foundation with suitable size & type of foundation bolts 4 nos. X 16mm X 450mm 'J' type (EN8 grade) .complete in all respect & as per IS specification & direction of EIC. |
| 183 | Supply, fixing & testing of approved make globe type polycarbonate post top lantern, size of 300mm, consisting of cast aluminium spigot complete with all accessories, lamp holder, (without lamp) including fixing on gate pillars/exiting G.I. pipe, pole with connection & all required materials on existing required size of G.I. pipe, suitable for CFL/LED lamp .complete in all respect & as per IS specification & direction of EIC. |
| 184 | Supply & fixing of 15w LED bulb suitable for 230V AC complete in all respect & as per IS specification & direction of EIC. |
| 185 | Supply & laying of 4x6 sq.mm. heavy duty electric cable with copper conductor, 1.1KV Grade to IS:7098 part-1 for PVC insulated, armoured cable for controlling of light & power circuit from main to sub-main distribution board. Laying of armoured cable shall be done as per requiement at site etc. complete in all respect.All materials should be as per IS Specifications & direction of EIC. . |
| 186 | Supply & laying of 4x4 sq.mm. heavy duty electric cable with copper conductor, 1.1KV Grade to IS:7098 part-1 for PVC insulated, armoured cable for controlling of light & power circuit from main to sub-main distribution board. Laying of armoured cable shall be done as per requiement at site etc. complete in all respect.All materials should be as per IS Specifications & direction of EIC. . |
| 187 | Supply& fixing of 2x2.5 Sq.mm unarmoured XLPE insulated FRLS heavy duty copper conductor cable conforming IS-7098(part-I) 1988, 1100Volt grade ISI marked etc complete in all respect as per site requirement & direction of EIC. |
| 188 | Supply and fixing of approved make, powder coated metal 4 Way, I/C 250A, O/G 100A double door vertical TPN MCCB sub-main DB IP 43 protection with provision for MCCB upto 630A, 36kA/50kA, TP as incomer and space for TP MCCBs as outgoing inclusive of tin-plated electrolytic copper busbar 50A/400A/630A as per incoming MCCB rating, neutral bar 100% of phase, earth bar 50% of phase & two earth terminals etc. complete as per IEC:61439-2(without MCCBs) including Labour charges for fixing sheet steel enclosures, MCCB DB surface mounting type, as per accepted practice on 35x35x 5 mm angle iron clamp, including supplying and fixing of clamp duly embedded in wall, cable connection etc. complete All materials should be as per IS Specifications and as direction of EIC. |
| 189 | Providing & fixing of 250Amp, 35KA TP MCCB with thermomagnatic release and thermal spreaders in cubicle panel board including drilling holes in cubicle panel with connections, testing and commissioning etc. complete in all respect as per site requirement & direction of EIC.All materials should be as per IS Specifications. |
| 190 | Providing & fixing of 100Amp, 35KA TP MCCB with thermomagnatic release and thermal spreaders in cubicle panel board including drilling holes in cubicle panel with connections, testing and commissioning etc. complete in all respect as per site requirement & direction of EIC.All materials should be as per IS Specifications. |
| 191 | Supply & fixing of double door vertical TPN MCCB submain DB accessories as per OEM of approved make powder coated metal box for metering 250A/400A with supply and fixing of Digital Ampere Metre with CTs with selector switch, Digital Volt Metre with selector switch & HRC fuse and 3 no. LED Lamp Indicator of approved make in existing LT panel including connections etc. complete in all respect as required.All materials should be as per IS Specifications & direction of EIC. |
| 192 | Providing & erection of hot dipped galvanised octagonal poles in single made from 3mm thick sheet having lockable weather proof flush door junction box, suitable size & type of foundaton bolts 4 nos.'J' type (EN8 grade) 11 meter height, 175x70mm A/F, 275x275x16 mm base plate, 4 nos. x 24x 750 mm bolt errected in an approved manner on provided foundation etc.complete in all respect as per site requirement & direction of EIC. |
| 193 | Providing and fixing of Fiber Glass Reinforced Polymer (FRP) /Glass Reinforced Polymer (GRP) pole, single arm bracket duly painted of required shade upto 1.5Mtr long suitable for octagonal pole etc complete in all respect as per site equirement & direction of EIC. |
| 194 | Providing and fixing of Fiber Glass Reinforced Polymer (FRP) /Glass Reinforced Polymer (GRP) pole, double arm bracket duly painted of required shade upto 1.5Mtr long suitable for octagonal pole etc complete in all respect as per site equirement & direction of EIC. |
| 195 | Providing & fixing of 120 Watt LED street light fitting suitable for, 230 V, 50 Hz , AC as per IS specification of any standard make including connection work etc.complete in all respect as per site requirement & as per direction of EIC. |
| 196 | Providing and erection on foundation 16 meter high mast lighting system suitable to install upto 8 No. 2 x 250/ 400 w M.H/S.V/LED flood light and control gear with integral power tool, weight 450 kg. comprising of 2 sections of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm & 4 mm, dia 150mm & 360mm for top and bottom respectively, stress fitting arrangement on site with 500mm overlap dynamic loading to withstand max wind pressure as per -IS 875 part III, parameters for structural & foundation design must be taken from wind tunnel test. Lightning protection of GI single spike 1200mm at top and at base inside compartment having double internal lock with adequate size of MCB erected on PVC board complete with base plate of 25mm thick 520mm dia. and foundation bolts having 6 nos. bolts of 24mm dia 750 mm long (EN.8 grade) anchor plate 445 PCD, including accessories viz. (1) Lantern carriage of 50 NB ERW class-B, MS pipe covered with PVC sleeve suitable to carry 500kg. load and upto 8 fittings symmetrically. (2) Trailing copper cable 5x2.5 sq.mm, PVC insulated PVC Sheathed (3) Double drum 350Kg Winch having gear 53:1, oil bath (SAE90/140) arrangement (4) 2 nos. Stainless steel wire ropes 5 mm dia (7/19) breaking load capacity 1450 kg x 2, (5) Integral power tool 3-phase, 0.75HP 2m/min single speed .torque limiter upto 500 kg adjustable (6) Single LED 300 Nos. aviation light (7) Feeder pillar fabricated out of 14 SWG CRCA sheet and comprise of incoming MCB 32 A TPN switch, HRC fuses, single dial timer, suitable size of contactors for lighting and power tool, 2 nos. outgoing, reversing switch for motor. (8) Foundation drawing, test certificate and guarantee certificate shall be provided by manufacturer. (without fixture and lamp) complete in all respect & as per IS specification & direction of EIC. |
| 197 | Supplying & fixing of 300 watt flood light with high power LED of 3 to 6W each assembled on single MCPCB and additional unique peanut lens on each LED system lumen output efficacy>120 lumens/watt lumanerie having colour temperature 6500 K & 50000 Hrs burning life minimum @ L70 the colour rendering index of LED light should be more than 70.Lumaniries comprising of driver PF> 0.95 and surge protection 10 KV, Housing made of pressure die cast aluminium with best resistant flat glass IP65 protection Submission LM79-08/ISI6106(2012)IEC 60598,IEC 61347 connection wire testing etc as per site equirement & direction of EIC. |
| 198 | Supplying, installation, testing and commissioning of Astronomical time switch of 3 output(1 output per phase) and suitable for three phase supply to be mounted in feedar pillars/ Lighting DBs for automatic switching On & OFF of street lights at sunset & sunrise or twiloght(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required as per IS specification and direction of EIC. |
| 199 | Supply of 4 coreX70 Sq mm XLPE insulated FRLS heavy duty armoured power cable conforming IS-7098(part-I) 1988, 1100Volt grade ISI marked aluminium stranded/solid conductor etc complete in all respect as per site requirement & direction of EIC. |
| 200 | Laying of one no. PVC insulated and PVC sheathed /XLPE power cable of 1.1KV grade size up to 95Sq mm including excavation, sand cushioning, protective covering and refilling the trench etc complete in all respect as per site requirement & direction of EIC . |
| 201 | Earthing with GI earth pipe 4.5 mtrs long, 40mm dia including excavation of earth(all type of soil) making of earth pit with all others required materials/ accessories and back filling of earth providing masonry enclosure with cover plate having locking arrangment and watering pipe etc.with charcoal / coke and salt etc complete in all respect as per site requirement & direction of EIC. |
| 202 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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