Tender For Construction Of 4 No Residential Building Of Type-4 On Lahauri Shed For Oficers In District Deoria, Fy 2026-27
Tender Value
2 Crore
Estimated cost
Bid Submission
30 Sep 2026
0 days left
EMD
12 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Deoria → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 4 No Residential Building Of Type-4 On Lahauri Shed For Oficers In District Deoria, Fy 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | 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. AS Per DSR-2.6.1 (Excluding GST) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. AS Per DSR-2.25 (Excluding GST) |
| 3 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift AS Per DSR-2.25(A) (Excluding GST) |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. AS Per DSR-2.27 (Excluding GST) |
| 5 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum AS Per DSR-4.20.1.1 (Excluding GST) |
| 6 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration AS Per DSR-2.35.3.1 (Excluding GST) |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level AS Per DSR-5.33.1.1 (Excluding GST) |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level AS Per DSR-5.33.2.1 (Excluding GST) |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. AS Per DSR-5.35 (Excluding GST) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. AS Per DSR-5.22.6 (Excluding GST) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Suspended floors, roofs, landings, balconies and access platform AS Per DSR-5.9.3 (Excluding GST) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers AS Per DSR-5.9.5 (Excluding GST) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for (c) Foundations, footings, bases of columns, etc. for mass concrete AS Per DSR-5.9.1 (Excluding GST) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for (d) Columns, Pillars, Piers, Abutments, Posts and Struts AS Per DSR-5.9.6 (Excluding GST) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) AS Per DSR-6.1.2 (Excluding GST) |
| 16 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) AS Per DSR-4.1 (Excluding GST) |
| 17 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. AS Per DSR-4.13 (Excluding GST) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) AS Per DSR-6.4.2 (Excluding GST) |
| 19 | Half brick masonry with (Class M-150 First Class Brick) in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) AS Per DSR-6.4.1 (Excluding GST) |
| 20 | 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. AS Per DSR-22.7.1 (Excluding GST) |
| 21 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & Coarse sand) AS Per DSR-13.5.1 (Excluding GST) |
| 22 | 12 mm cement plaster in single coat on FAIR side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 C. sand AS Per DSR-13.4.2 (Excluding GST) |
| 23 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 C. sand AS Per DSR-13.5.2 (Excluding GST) |
| 24 | Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required. AS Per DSR-13.76 (Excluding GST) |
| 25 | Making drip Coarse in sunshade & Parapet. AS Per DSR-5.3 (Excluding GST) |
| 26 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood AS Per DSR-9.1.1 (Excluding GST) |
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Fabrication of hold fast for door chaukhats and windows. AS Per DSR-10.2 (Excluding GST) |
| 28 | 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 or cross bands and face veneers on both faces of shutters:-35mm thick including ISI marked Stainless Steel butt hinges with necessary screws AS Per DSR-9.21.1 (Excluding GST) |
| 29 | Providing and fixing 1 mm thick decorative high pressure laminated sheet of plain instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) AS Per DSR-9.127 (Excluding GST) |
| 30 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters AS Per DSR-9.23 (Excluding GST) |
| 31 | Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws 35 mm thick shutters Second class teak wood. AS Per DSR-9.134.2.2.1 (Excluding GST) |
| 32 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Fabrication of Grill and Staircase Railling. AS Per DSR-10.25.2 (Excluding GST) |
| 33 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 9.9.1.1 35 mm thick sqm 4940.20 AS Per DSR-9.9.1 (Excluding GST) |
| 34 | 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 second class teak wood beading 62X19 mm AS Per DSR-9.51.1 (Excluding GST) |
| 35 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia AS Per DSR-9.46.3 (Excluding GST) |
| 36 | Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement sluny, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate sqm 614.20 AS Per DSR-11.3.1 (Excluding GST) |
| 37 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick AS Per DSR-11.13.1 (Excluding GST) |
| 38 | 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm AS Per DSR-11.41.2 (Excluding GST) |
| 39 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to LS. 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. AS Per DSR-11.46.2 (Excluding GST) |
| 40 | Providing and fixing 1st quality ceramic glazed floor 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. Anti Skid Tiles AS Per DSR-11.37A (Excluding GST) |
| 41 | Providing and fixing 1st 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 AS Per DSR-8.31 (Excluding GST) |
| 42 | 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 levelsGranite of any colour and shade Area of slab upto 0.50 sqm AS Per DSR-8.2.2.2 (Excluding GST) |
| 43 | 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 AS Per DSR-8.3.1 (Excluding GST) |
| 44 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture AS Per DSR-13.48.3 (Excluding GST) |
| 45 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture AS Per DSR-13.48.2 (Excluding GST) |
| 46 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. AS Per DSR-13.8 (Excluding GST) |
| 47 | 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 @ 2.20 kg/10 sqm) AS Per DSR-13.47.1 (Excluding GST) |
| 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 . AS Per DSR-13.41.1 (Excluding GST) |
| 49 | Providing & fixing stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.250x16 mm AS Per DSR-9.62.2 (Excluding GST) |
| 50 | Providing & fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete. 200x10mm AS Per DSR-9.63.1 (Excluding GST) |
| 51 | Providing & fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete. 150x100 mm AS Per DSR-9.63.2 (Excluding GST) |
| 52 | Providing and fixing Stainless Steel handles ISI marked to required colour or shade with necessary screws etc complete. 125 mm AS Per DSR-9.66.1 (Excluding GST) |
| 53 | Providing and fixing Stainless Steel handles ISI marked to required colour or shade with necessary screws etc complete. 100 mm AS Per DSR-9.66.2 (Excluding GST) |
| 54 | Providing and fixing stainless steel hanging floor door stopper with necessary screws etc. complete. Twin rubber stoper AS Per DSR-9.82 (Excluding GST) |
| 55 | Providing & fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing & making curvature (wherever required) & fitting the same with necessary stainless steel nuts & 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 Eng-in-charge. (weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) AS Per DSR-10.28 (Excluding GST) |
| 56 | Chequerred precast cement concrete tiles 20 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). AS Per DSR-11.20.1 (Excluding GST) |
| 57 | 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 slurry 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 masonry with polymer mixed slurry. AS Per DSR-22.5 (Excluding GST) |
| 58 | 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests AS Per DSR-17.1.1 (Excluding GST) |
| 59 | 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 and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid AS Per DSR-17.3.1 (Excluding GST) |
| 60 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. AS Per DSR-17.16A (Excluding GST) |
| 61 | 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 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern AS Per DSR-17.4.1 (Excluding GST) |
| 62 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps AS Per DSR-17.7.1 (Excluding GST) |
| 63 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. AS Per DSR-17.8 (Excluding GST) |
| 64 | 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 510x1040 mm bowl depth 250 mm AS Per DSR-17.10.1.1 (Excluding GST) |
| 65 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia AS Per DSR-17.28.1.1 (Excluding GST) |
| 66 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. AS Per DSR-17.31 (Excluding GST) |
| 67 | Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms AS Per DSR-17.70.2 (Excluding GST) |
| 68 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. AS Per DSR-17.71 (Excluding GST) |
| 69 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. AS Per DSR-17.73.2 (Excluding GST) |
| 70 | Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length15 mm nominal bore AS Per DSR-18.21.2.1 (Excluding GST) |
| 71 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore AS Per DSR-18.49.1 (Excluding GST) |
| 72 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore AS Per DSR-18.53.1 (Excluding GST) |
| 73 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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. 110mm (Rainwater+soil+waste) AS Per DSR-12.43.2 (Excluding GST) |
| 74 | 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 AS Per DSR-12.41.2 (Excluding GST) |
| 75 | 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. AS Per DSR-12.22 (Excluding GST) |
| 76 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. AS Per DSR-12.44 (Excluding GST) |
| 77 | 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. Bend 87.5° 110 mm bend AS Per DSR-12.42.5.2 (Excluding GST) |
| 78 | 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. Shoe (Plain) 110 mm Shoe AS Per DSR-12.42.6.2 (Excluding GST) |
| 79 | 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 AS Per DSR-18.8.1 (Excluding GST) |
| 80 | 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 AS Per DSR-18.8.2 (Excluding GST) |
| 81 | 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. Internal work-Exposed on wall 25mm dia nominal bore AS Per DSR-18.9.3 (Excluding GST) |
| 82 | 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. Internal work-Exposed on wall 32mm dia nominal bore AS Per DSR-18.9.4 (Excluding GST) |
| 83 | Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore AS Per DSR-18.17.1 (Excluding GST) |
| 84 | Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore AS Per DSR-18.17.2 (Excluding GST) |
| 85 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters AS Per DSR-18.48 (Excluding GST) |
| 86 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore AS Per DSR-18.18.3 (Excluding GST) |
| 87 | 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 80 mm dia. But not exceeding 300 mm dia AS Per DSR-2.10.1.2 (Excluding GST) |
| 88 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design150 mm diameter S.W. pipe AS Per DSR-19.3.2 (Excluding GST) |
| 89 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 150 mm dia. R.C.C. pipe AS Per DSR-19.6.2 (Excluding GST) |
| 90 | Providing and fixing square-mouth S.W. gully trap class SP-1 completewith C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation M-150 AS Per DSR-19.4.2.1 (Excluding GST) |
| 91 | Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 90x80 cm & 500cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. AS Per DSR-19.7.1.1 (Excluding GST) |
| 92 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. AS Per DSR-19.16 (Excluding GST) |
| 93 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay M-150.(non modular) bricks of class designation. AS Per DSR-18.32.1 (Excluding GST) |
| 94 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). From 0.00 mt to 1.50 mt AS Per DSR-2.8.1 (Excluding GST) |
| 95 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).1.50mt to 3.0 mt AS Per DSR-2.8.1+2.26.1 (Excluding GST) |
| 96 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).3.0 mt to 4.50 mt AS Per DSR-2.8.1+2.26.1*2 (Excluding GST) |
| 97 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum AS Per DSR-4.20.1.1 (Excluding GST) |
| 98 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) AS Per DSR-5.3 (Excluding GST) |
| 99 | M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. AS Per DSR-6.1.1 (Excluding GST) |
| 100 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 AS Per DSR-17.35.2.1 (Excluding GST) |
| 101 | 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) AS Per DSR- 19.15.1 (Excluding GST) |
| 102 | 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 complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 AS Per DSR-19.32.1 (Excluding GST) |
| 103 | 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 ground level. All types of soil 300 mm dia AS Per DSR-23.1.1.1 (Excluding GST) |
| 104 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia AS Per DSR-23.3.2 (Excluding GST) |
| 105 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto 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 AS Per DSR-23.4.2 (Excluding GST) |
| 106 | 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. AS Per DSR-23.8 (Excluding GST) |
| 107 | Providing and fixing suitable size threaded mild steel cap or spot weldedplate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm nominal size dia AS Per DSR-23.13.2 (Excluding GST) |
| 108 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts required size complete. 150 mm nominal size dia AS Per DSR-23.14.2 (Excluding GST) |
| 109 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottomof pipe assembly of tubewell as per IS:2800 (part I). 150 mm nominal size dia AS Per DSR-23.15.2 (Excluding GST) |
| 110 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32mm dia nominal bore AS Per DSR-18.12.6 (Excluding GST) |
| 111 | Water supply tanker of 5000 litre capacity AS Per DSR-7763 (Excluding GST) |
| 112 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. AS Per DSR-16.1 (Excluding GST) |
| 113 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. AS Per DSR-2.28.1 (Excluding GST) |
| 114 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine AS Per DSR-16.43.2 (Excluding GST) |
| 115 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease andforeign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. AS Per DSR-16.62 (Excluding GST) |
| 116 | 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 t AS Per DSR-2.81.1 (Excluding GST) |
| 117 | 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-III) derived from natural sources : 8 graded stone aggregate 40 mm no AS Per DSR-4.1.8 (Excluding GST) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender 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