Tender For Construction Of 48 Bed Hostel Barrak At Thana Kakor, District- Auraiya (U.P.).
Tender Value
1.50 Crore
Estimated cost
Bid Submission
15 Jul 2026
5 days left
EMD
3.02 Lakhs
Bank guarantee accepted
Document Fee
3500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Auraiya → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 48 Bed Hostel Barrak At Thana Kakor, District- Auraiya (U.P.).
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared. DSR- 2.31 |
| 2 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR- 2.8.1 |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR- 2.8.1+2.26 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR- 2.8.1+2.26*2 |
| 5 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and around the column pits, wall trenche basement excavation top surface if plinth filling junction of wall and floor along the external per meter of binding expension joints surrounding of pipes and conduit etc. Complete (Plinth area of building at ground floor only shall be measured as per I.S. 6313 part II 1981). Aldrine emulsificable concentrate of any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows: I. Treatment for masonry and foundation 5 liters/sqm., II. Back fill in immediate contact with foundation 7.5 liters/sqm., III. Treatment of top surface of plinth filling 5 liters/sqm., IV. Treatment juction of soil along external per meter building 7.50 liters/sqm., V. Treatment of soil under apron along external perimeter 5 liters/sqm. as per PWD Deoria SOR, Page no. 17, New Item SI.No. 1 |
| 6 | 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. (Under Floor). DSR- 2.25 (a) |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR- 2.27 |
| 8 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors. DSR-4.1.3 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR- 4.1.8 |
| 10 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). DSR- 6.1.1 |
| 11 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). DSR- 6.1.2 |
| 12 | Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, staircases and spiral staircases etc. above plinth level up to floor V level, excluding the cost of centering, shuttering, finishing and reinforcement : in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR-5.3 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.1.1 |
| 14 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. DSR-4.13 |
| 15 | 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand) Below Plinth. DSR- 13.5.1 |
| 16 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. DSR- 11.3.1 |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above Plinth Lvl. Concrete of M25 grade with minimum cement content of 330 kg /cum. Above Plinth Upto Floor-V As SI No-5.33.2.1 |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR- 5.22.6 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35 |
| 20 | Centering and shuttering including stutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR- 5.9.1 |
| 21 | Centering and shuttering including stutting, propping etc. and removal of form. Columns, Pillars, Piers, Abutments, Posts and Struts. DSR- 5.9.6 |
| 22 | Centering and shuttering including stutting, propping etc. and removal of form. Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR- 5.9.5 |
| 23 | Centering and shuttering including stutting, propping etc. and removal of form. Suspended floors, roofs, landings, balconies and access platform. DSR- 5.9.3 |
| 24 | Centering and shuttering including stutting, propping etc. Edges of slabs and breaks in floors and walls. Under 20 cm wide. DSR- 5.9.16 |
| 25 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) Above Plinth Upto Floor-V. DSR-6.13.2 |
| 26 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) Above Plinth Upto Floor-V. DSR-6.4.2 |
| 27 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 |
| 28 | 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 all complete. Fixed to steel windows by welding. DSR-9.48.1 |
| 29 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. As per SI-10.31 |
| 30 | 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 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters. DSR-9.21.1 |
| 31 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. DSR- 10.30.1 |
| 32 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand). DSR- 13.4.2 |
| 33 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ). Above Plinth Upto 10M Ht. DSR-13.5.2 |
| 34 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ). Above Plinth Upto 13M Ht. DSR-13.5.2+13.22 |
| 35 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ). Above Plinth Upto 16M Ht. DSR-13.5.2+13.22*2 |
| 36 | 12 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sand. DSR-13.9.1 |
| 37 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. DSR-13.10 |
| 38 | Making Grooves cutting 10 to 12 mm wide and 8 mm deep a in plaster as per SI No- 5.30 |
| 39 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, 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., complete. Size of Tile 600x600 mm. DSR- 11.41.2 |
| 40 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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. Size of Tile 600x600 mm. DSR- 11.46.2 |
| 41 | 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 : 4 coarse sand) : (25 mm thick). DSR-11.26 |
| 42 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing omplete. DSR-11.27 |
| 43 | Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 ( 1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigmrnts etc., complete. DSR-11.39 |
| 44 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 16622 (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. DSR-8.31 |
| 45 | Providing and fixing 18 mm thick Granite (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. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) DSR- 8.2.2.2 |
| 46 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface. DSR-13.80 |
| 47 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR-13.62.1 |
| 48 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. DSR-13.41.1 |
| 49 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). DSR-13.47.1 |
| 50 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc.,by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.This layer will be allowed to air cure for 4 hours. (b) Second layer of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonary with polymer mixed slurry. DSR-22.5 |
| 51 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR-22.7.1 |
| 52 | Providing & fixing oxidized M.S. sliding door bolts ISI marked with nuts and screws etc complete (300mm x 16mm). DSR-9.62.1 |
| 53 | Providing & fixing oxidized M.S. tower bolts ISI marked with nuts and screws etc complete (300mm x 10mm). DSR-9.63.1 |
| 54 | Providing & fixing oxidized M.S. Door Handle ISI marked with nuts and screws etc complete (125mm). DSR-9.66.1 |
| 55 | 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.110 mm diameter. DSR- 12.41.2 |
| 56 | 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 mm gap for thermal expansion. 110 mm bend. DSR-12.42.5.2 |
| 57 | 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 wall etc. complete. 110 mm. DSR-12.43.2 |
| 58 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. DSR-12.22 |
| 59 | P&F of M.S. hand rail of approved size by welding etc to steel ladder railing, balcony railing, staircase railing and similar works including appying priming coat of approved steel primer. DSR- 10.26.1 |
| 60 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 2nd class teak wood beading 62X19 mm. DSR- 9.51.1 |
| 61 | Supply and fixing display board/ informatory board. |
| 62 | Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work.DSR-0287 |
| 63 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 3989DSR-17.35.2.2 |
| 64 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar)DSR-19.15.1 |
| 65 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 450 mm internal diameter.DSR-19.19.1.3 |
| 66 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 500 mm internal diameter.DSR-19.19.2.2 |
| 67 | 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 equired for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. DSR-23.2.1.1 |
| 68 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia. DSR-23.4.2 |
| 69 | 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. DSR-23.8 |
| 70 | Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate. [DSR- 16.3.3] |
| 71 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. [DSR- 16.4] |
| 72 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25. [DSR- 16.78.2] |
| 73 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. [DSR-16.91.2] PLUMBING & SANITARY WORKS SANITARY FIXTURES & ACCESSORIES : I |
| 74 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests_DSR-17.1.1 |
| 75 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid _DSR-17.2.1 |
| 76 | Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole Basin Mixture approved quality and make ,including painting of fittings and brackets, cutting and making good the walls wherever require:- a) White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass Single Hole Basin Mixture._DSR-17.7A |
| 77 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board of size 510x1040x200mm_DSR-17.10.1.3 |
| 78 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe 40mm dia._DSR-17.28.1.2 |
| 79 | Providing and fixing 600x450 mm beveled 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. _DSR-17.31 |
| 80 | Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15mm nominal bore_DSR-17.16A |
| 81 | Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge._DSR-17.22A |
| 82 | Providing and fixing CP Brass Single lever telephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge. 15mm dia nominal dia._DSR-17.22B |
| 83 | Providing and fixing Toilet paper holder C.P. brass_DSR-17.34.1 |
| 84 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms._DSR-17.73.2 |
| 85 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms_DSR-17.71 SOIL WASTE & VENT PIPES AND FITTINGS-II |
| 86 | Providing & fixing soil, waste and vent pipes. 100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. _DSR-DSR-17.35.1.2 |
| 87 | Providing & fixing soil, waste and vent pipes. 75mm dia Centrifugally cast (spun) iron socketed pipe as per IS: 3989. _DSR-DSR-17.35.2.2 |
| 88 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 100mm_DSR-DSR-17.58.1 |
| 89 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 75mm_DSR-DSR-17.58.2 |
| 90 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. for 100mm dia pipe._DSR-DSR-17.37.1 |
| 91 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. for 75mm dia pipe._DSR-DSR-17.37.2 |
| 92 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design (embedded in the flooring / ground) For 75 to 110 mm dia_DSR-DSR-19.2.1 |
| 93 | Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 100mm inlet & 75mm outlet. Sand cast iron S&S as per IS - 3989 _DSR-DSR-17.60.2.1 |
| 94 | Providing & fixing cast iron coller. 100mm dia. Sand cast iron S&S as per IS - 3989 _DSR-DSR-17.57.1.2 |
| 95 | Providing & fixing cast iron coller. 75mm dia. Sand cast iron S&S as per IS- 3989 _DSR-DSR-17.57.2.2 |
| 96 | Providing and fixing plain cast iron S & S sanitary bend. 100mm dia. Sand cast iron S&S as per IS : 3989 _DSR-DSR-17.39.1.2 |
| 97 | Providing and fixing plain cast iron S & S sanitary bend. 75mm dia. Sand cast iron S&S as per IS : 3989_DSR-DSR-17.39.2.2 |
| 98 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 100mm dia. Sand cast iron S&S as per IS : 3989 _DSR-DSR-17.38.1.2 |
| 99 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 75mm dia. Sand cast iron S&S as per IS : 3989 _DSR-DSR-17.38.2.2 |
| 100 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm Sand cast iron S&S as per IS - 3989 _DSR-DSR-17.44.1.2 |
| 101 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 75x75x75mm Sand cast iron S&S as per IS - 3989 _DSR-DSR-17.44.2.2 |
| 102 | Providing and fixing cast iron terminal guard. 100 mm Sand cast iron S&S as per IS - 3989 _DSR-DSR-17.56.1.2 |
| 103 | Providing and fixing cast iron terminal guard. 75 mm Sand cast iron S&S as per IS - 3989 _DSR-DSR-17.56.2.2 WATER SUPPLY PIPES AND FITTINGS - III |
| 104 | P&F G.I. pipes complete with G.I. fittings & clamps i/c cutting & making good the walls etc. (internal work) Exposed on wall 32mm dia nominal bore _DSR-18.10.4 |
| 105 | Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 32mm dia pipe._DSR-18.40.4 |
| 106 | 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 1.00m 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 20mm dia nominal outer dia pipes_DSR-18.7.2 |
| 107 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes_DSR-18.8.1 |
| 108 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes _DSR-18.8.2 |
| 109 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore_DSR-18.49.1 |
| 110 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore_DSR-18.51.1 |
| 111 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931. 15mm nominal bore_DSR-18.53 |
| 112 | Providing and fixing gun metal gate valve with wheel of approved quality. 20 mm dia nominal bore_DSR-18.17.1A |
| 113 | Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore_DSR-18.17.2 |
| 114 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 20 mm nominal bore_DSR-18.18.2 |
| 115 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge._DSR-18.53A |
| 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._DSR-18.48 SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV |
| 117 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia._DSR-2.10.1.2 |
| 118 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150mm diameter_DSR-19.6.2 |
| 119 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design. 150mm diameter S.W. Pipe_DSR-19.3.2 |
| 120 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , 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_DSR-18.33.1 |
| 121 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (i) For Sewer Line_DSR-19.7.1.1 BORRING WORK- |
| 122 | Boring 150 dia bore hole including labuar, T & P etc. required for proper compelete of the work.Mainpuri SOR, Chapter-22, Item no. 73 (A) |
| 123 | Lowring 110 dia mm PVC pipe in bore hole including labuar, T & P etc. rquire for proper compelete ofthe work.Mainpuri SOR, Chapter-22, Item no. 73 (B) |
| 124 | Providing and fixing 110 mm dia PVC pipe 6KG/cm2Mainpuri SOR, Chapter-22, Item no. 73 (C) |
| 125 | Shrounding and packing graded coarse sand in between bore wall & the Strainer including supply of coarse sand, labour, T&P ete required for proper compeletion of work.DSR-23.7 |
| 126 | Providing and fixing G.I. pipe 32mm dia Nominal bore compelete with GI FittingDSR-18.12.3 |
| 127 | Submersible pump Kirlosker / Crompton or equivalent 2.0 HP I.S.I. marked. Mainpuri SOR, Chapter-22, Item no. 73 (G) |
| 128 | Single fase stater for submersible of I.S.I marked.Mainpuri SOR, Chapter-22, Item no. 73 (I) |
| 129 | 2.5 mm Sq cable for submersible moter pump.DSR E&M-2022-1.14.2 |
| 130 | 4 Inch dia MS clamp made with 32*5 mm flate iron with nut & boltDSR-23.14.1 |
| 131 | 100 mm dia & P.V.C endcap. Mainpuri SOR, Chapter-22, Item no. 73 (L) |
| 132 | Solution for jointing P.V.C pipe. 250 gramMainpuri SOR, Chapter-22, Item no. 73 (M) |
| 133 | 32 mm C.P.V.C pipeDSR-18.9.4 |
| 134 | Developing of bore well by over pumping and back washing till the discharge is free from turbidity not greater then 20 p.p.m. after 20 minutes of starting of pump including hiring charges of pump set, labours, T&P complete required of completion of work.DSR-23.12 |
| 135 | Nylon cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete. Mainpuri SOR, Chapter-22, Item no. 73 (P) ELECTRICAL WORKS- SUB-HEAD - I : INTERNAL WIRING |
| 136 | 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, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C_DSR (E&M 22)-1.10.3 |
| 137 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required_DSR (E&M 22)-1.11 |
| 138 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire_DSR (E&M 22)-1.14.2 |
| 139 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire_DSR (E&M 22)-1.14.3 |
| 140 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 6 sq. mm + 2 X 6 sq. mm earth wire_DSR (E&M 22)-1.14.9 |
| 141 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required._DSR (E&M 22)-1.31 |
| 142 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required._DSR (E&M 22)-1.32 |
| 143 | Supply & fixing of tubelight with metal heavy duty box type batten light fitting 1x22 Watt suitable for upto 1x22 Watt LED polycorbonate complete including tube suitable for both surface & suspended complete in all respects. CAT-AAA 2620 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (1175 * 0.8475)_(PWD S.O.R. 2024) - 23.07 |
| 144 | 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._DSR (E&M 22)-19.1 |
| 145 | Supply of 300mm sweep Exhaust Fan. (E/P Only)_M.R. |
| 146 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required._DSR (E&M 22)-1.33 |
| 147 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes_DSR (E&M 22)-1.51 |
| 148 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 4 way (4 + 12), Double door_DSR (E&M 22)-2.4.1 |
| 149 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 6 way (4 + 18), Double door_DSR (E&M 22)-2.4.2 |
| 150 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole_DSR (E&M 22)-2.10.1 |
| 151 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral_DSR (E&M 22)-2.10.2 |
| 152 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole_DSR (E&M 22)-2.10.3 |
| 153 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Triple pole_DSR (E&M 22)-2.10.4 |
| 154 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required._DSR (E&M 22)-2.11 |
| 155 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 63 Amp. TP MCB(10 KA) C Curv -CAT A_PWD 2018-1017 |
| 156 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 40 Amp. TP MCB(10 KA) C Curv -CAT A_PWD 2018-1016 |
| 157 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCC 32 Amp. TP MCB(10 KA) C Curv -CAT A_PWD 2018-1013 |
| 158 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 63 Amp. 4 P MCB(10 KA) -CAT A_PWD 2018-1020(A) |
| 159 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 40 Amp. 4 P MCB(10 KA) C Curv -CAT A_PWD 2018-1020 |
| 160 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 32 Amp. 4 P MCB(10 KA) C Curv -CAT A_PWD 2018-1019 |
| 161 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge,complete in allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sq. mm 3-1/2 core (724 x 0.8475)_(PWD S.O.R. 2024)20a.1.11 |
| 162 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm_DSR (E&M 22)-7.1.1 |
| 163 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm (32mm) _DSR (E&M 22)-9.1.21 |
| 164 | SITC of Single Phase multi functional electronic energy meter 10 to 60 amp. Capacity fitted in integral box on wall complete in all respect._PWD 2018-1209 SUB-HEAD -II : EARTHING & LIGHTNING PROTECTION SYSTEM |
| 165 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required._DSR (E&M 22)-5.6 |
| 166 | Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing as required._DSR (E&M 22)-5.17 |
| 167 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required._DSR (E&M 22)-2.22 FIRE FIGHTING WORKS- |
| 168 | Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS :15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. PWD Elec 2018- 1131(A) |
| 169 | Supply & fixing of fire extinguisher, CO2 Type 6.50 kg. capacity(ISI Marked IS :15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. PWD Elec 2018- 1132 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender