Tender For Construction Of Multipurpose Hall & Examination Halls At Gdc Mendhar. (Division Mendhar )Tehsil Mendhar District Poonch Under Higher Education.
Tender Value
3.21 Crore
Estimated cost
Bid Submission
04 Nov 2026
4 days left
EMD
6.42 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Multipurpose Hall & Examination Halls At Gdc Mendhar. (Division Mendhar )Tehsil Mendhar District Poonch Under Higher Education.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock. |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil. |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material Ordinary Rock . |
| 7 | Earth work in excavation by manual means in trenches forfoundations, drains,s, pipes, p cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing ofsides and ramming of bottoms liftupto 1.5 m,including getting out excavated earth and disposal of surplus excavated ated earth as directedfor lead up to 25 meterfrom cutting edge in All kinds of soil. |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 10 | Providing and laying cement concrete in Protection walls, return walls, walls (any thickness) including attached pilasters, columns, piers,sbutments, pillars,posts, struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchors blocks, piain window sills, fillets ete upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 11 | Dry random rubble masonry with hard stoneWith bond stone (Nallah Stone). |
| 12 | Providing and laying cement concrete in Protection walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing butexcluding the costof centring, shuttering and finishing with 1:5:10 (1 cement: 5 coarse sand: 10 graded brick aggregate 40 mm nominal size. |
| 13 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 14 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement t therein. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: for walls. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, pillars, piers, abutments, posts and struts. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms. |
| 22 | Centering and shuttering including strutting, propping, etc and removal ofform for Weather shades, chajjas, corbels etc. including edges. |
| 23 | Stairs (excluding landings) except spiral staircases |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 25 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 26 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :1:4 ( 1 cement : 4 coarse sand). |
| 27 | Brick work with common burnt clay (Non-Modular) bricks ofclass designation 7.5 in foundation and plinth including curing complete in Cement mortar 1:6(1 cement : 6 coarse sand). |
| 28 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 29 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:3 ( 1 cement :3 coarse sand) |
| 30 | Extra for half Brick masonry in superstructure above plinth level upto floor V level |
| 31 | 12mm Cement plaster of mix: ( 1 cement : 6 fine sand) |
| 32 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 33 | Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 fine sand) including curing. |
| 34 | 15mm Cement plaster finished with a floating coat of neat cement of mix 1: 3 (1 cement: 3 fine sand) (septic tank/sump tank). |
| 35 | Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. projections. |
| 36 | Making of Groove 12mmx10mm between brick and RCC. |
| 37 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.Basement. |
| 38 | Cement concreteflooring 1:2:4(Icement: 2 coarse sand: 4graded stone aggregate)finished including curing complete, (excluding floating coat of neat Cement). 40 mm thick with 20mm nominal size stone aggregate. |
| 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 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm. |
| 40 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 41 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, ofapproved make, laid on 20 mm thick cementmortar 1:4 (1Cement: 4 Coarse sand), including grouting thejoints with white cement and matching pigments etc., complete.In allcolours, shades, exceptWhite, Ivory, Fume Red Brown. |
| 42 | Providing andfixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of size 300x450mm as approved by Engineer- in-Charge, in skirting, risers ofsteps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sym, including pointing in white cement mixed with pigment of matching shade complete. |
| 43 | Kota stone slab 20 mm thick in risers of steps,skirting, dado and pillars laid on 12 mm ( average) thick cementmortar 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,polishing and 8.31 curing complete. |
| 44 | Extra for pre finished nosing in treads ofsteps of kota stone/ sand stone słab. |
| 45 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear aswell as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarsesand) laid andjointed with cementslurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in- lete a Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivaient. |
| 46 | Providing edge moulding to 18 mm/16 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. Granite Work. |
| 47 | Providing wood work inframes of doors, windows, clerestory windows and otherframes, wroughtframed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (holdfast lugs or with dash fasteners shall be paidfor separately): Sal wood. |
| 48 | Providing 40x5 mmflat iron holdfast 40 em tong including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cт 1:3:6 тіx (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). |
| 49 | Providing andfixing ISI marked arkedflush door shutters conforming to IS: 2202 (Part 1) decorative type, core of block board construction with frame ofIst class hard wood andwell matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges brightfinished of required size with necessary screws (35mm thick). |
| 50 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 51 | Providing andfixing panelled or panelted and glazed shuttersfor doors, windows and clerestory windaws fixing with butt hinges of required size with necessary screws, excluding panelling which will bepaid for separately, all complete as per direction of Engineer-in- charge. Second class deodar wood (35mm thick). |
| 52 | Providing andfixing panelling or panelling and glazing in panelled or panelled and glazed shuttersfor doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled orpanelled and glazed shutters 25 mm to 40 mm thick.Particle Board 12mm thick and Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II IS: 12823 marked. |
| 53 | Providing & fixing glazed shuttersfor doors, windows and clerestory windows using 10 Kg/Sqm. (4 mm thick) float glass panes, incl. ISI marked M.S pressed butthinges brightfinished off required size with necessary screws 35 mmthick of Second class deodar wood. |
| 54 | Providing and fixing glass panes , with wooden fillets wherever : Float glass panes ofthickness 4.0 mm (weightnot less than 10kg/sqm). |
| 55 | Providing andfixing wire gauze shutters 35 mm thick using using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia.0.63 mmfor doors, windows and clerestorywindows with ISImarked M.S.pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge: Second class dendar wood. |
| 56 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cementconcrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 57 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws plete. 300 x 16 mm. |
| 58 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws plete. 250 x 16 mm. |
| 59 | Providing and fixing aluminum tower botts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 250 x 10 mm. |
| 60 | Providing and fixing aluminum tower botts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 100 x 10 mm. |
| 61 | Providing and fixing Aluminium hanging floor door stopper ISI marked anodized (anodic coating not less than grade AC 10 as per 1S 1868 ) tranparent or dyed to required colour or shadewith nuts and screws etc.complete twin rubber stopper. |
| 62 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per 1S: 1868) transparent o dyed to required colour and shade with necessary screws etc. complete. 125 mm. |
| 63 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per 1S: 1868) transparent o dyed to required colour and shade with necessary screws etc. complete. 100 mm. |
| 64 | Providing and fixing brightfinished brass hard drawn hooks and eyes 150 mm. |
| 65 | Providing andfixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete,including fixing the railing with necessary accessories and stainless steel dashfasteners, stainless steel bolts etc. ofrequired size, on the top ofthe flooror the side of waist slab with suitable arrangement asper approval ofEngineer-in-charge, (for paymentpurpose ontyweight of stainless steel members shallbe considered excluding fixing accessories such as nuts, nuts, botts, bl fasteners etc.) |
| 66 | Providing and applying white cement based putty ofspecified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick. |
| 67 | Distempering with oil bound washable distemper of approved brand and manufacture to ġive an even shade on New work (hvo or more coats) over and including priming coat with water thinnable cement primer. |
| 68 | Finishing wall with premium acrylic smooth exterior paintwith silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and includingpriming coat ofwater exteriorpaint applied @ 2.20kg/10sqm). |
| 69 | Finishing walls with water proofing cement paint ofrequired shade on New work (two or more coats applied@ 3.84 3 kg/10sqm) Boundrywall. |
| 70 | Applying priming coat With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood). |
| 71 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work. |
| 72 | Providing andfixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot and cold water supply, including all CPVC plain and brass threaded fittings. This includesjointing ofpipes and fittings with one step CPVCsolvent cement and testing of joints complete as per direction of Engineer-in-charge. 15mm nominal outer dia pipes. |
| 73 | Providing andfixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot and cold water supply, including all CPVC plain and brass threaded fittings. This includesjointing ofpipes and fittings with one step CPVCsolvent cement and testing of joints complete as per direction of Engineer-in-charge. 20 mm nominal outer dia pipes. |
| 74 | Providing andfixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot and cold water supply, including all CPVC plain and brass threaded fittings. This includesjointing ofpipes and fittings with one step CPVCsolvent cement and testing of joints complete as per direction of Engineer-in-charge. 25 mm nominal outer dia pipes. |
| 75 | Internalwork Concealed fixing the pipe with clamps 1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipes. |
| 76 | Internal work Concealed fixing the pipe with clamps 1.00 meter spacing including cutting chases and making good the wall etc. 20 mm nominal outer dia pipes. |
| 77 | External work including trenching, refilling etc. 20 mm nominal outer dia pipes. |
| 78 | External work including trenching, refilling etc. 25 mm nominal outer dia pipes. |
| 79 | Providing and fixing on wallface un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 TypeA includingjointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketedpipes 110 mm diameter. |
| 80 | Providing & fixing on wallface unplasticised- PVCmonided fittings/ accessories for unplasticised rigid PVCrain water pipes conforming to IS: 13592 TypeA, including jointing with seal ring conforming to IS 5382, leaving 10 mm gapfor thermal expension (Make Supreme) Coupler 110mm. |
| 81 | Providing & fixing on wall face unplasticised- PVC moulded fittings/accessoriesfor unplasticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with sealring conforming to IS 5382, leaving 10 mm gap for thermal expension (Make Supreme) Single tee with door 110x110x110 mm. |
| 82 | Providing & fixing on wall fuce unplasticised- PVC moutded fittings/ accessoriesfor unplasticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointingwith seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion (Make Supreme) Bend 87.5° 110 mm. |
| 83 | Providing & fixing PVC pipes6 kg/ cm2 pressureexcluding PVC fitings, jointing with adhesive/ seal ring conforming to 1S: 5382 leaving 10 mmgap for thermal expansion ofapproved make Supreme/ Finolex/Astral or equivalent.110MM. |
| 84 | Providing & fixing PVC pipes6 kg/ cm2 pressureexcluding PVC fitings, jointing with adhesive/ seal ring conforming to 1S: 5382 leaving 10 mmgap for thermal expansion ofapproved make Supreme/ Finolex/Astral or equivalent.80MM. |
| 85 | Providing and laying PVC accessories and fitting of approved. 110 mm dia Door Tee. |
| 86 | 110 mm dia plan Bend. |
| 87 | 110 mm dia Collar. |
| 88 | 110 mm dia p-trap. |
| 89 | 110 mm dia Door Bend. |
| 90 | 110 mm dia plan Tee. |
| 91 | 110 mm dia PVC prince Cliff. |
| 92 | 110 mmx 80mm dia Reducer. |
| 93 | 110 mm 45 deg Brand. |
| 94 | 80 mm 45 deg Brand. |
| 95 | 80 mm dia door Bend. |
| 96 | 80 mm dia door Tee. |
| 97 | 80 mm dia Plain Bend. |
| 98 | 80 mm dia Collar. |
| 99 | 80 mm dia Floor Trap. |
| 100 | 80 mm dia Plain Tee. |
| 101 | 80 mm dia Pvc Prince Cliff. |
| 102 | 80 mm dia Pvc cowel Caps. |
| 103 | PVC Floor Trap |
| 104 | Providing andfixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter low level white P.V.C. flushing cistern, including flush pipe with manually controlled device (handle lever), conforming to 1S:7231, with all futings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid. |
| 105 | Providing and fixingwater closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low levelwhite P.V.C. flushing cistern, includingflush pipe (of approved make) with manually controlled device (handle lever) conforming to 1S: 7231.with allfittings and fixtures complete, including cutting and making good the walls and floors wherever required.White vitreous ching Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 106 | Extra for raising platform for Indian type WC Pan. |
| 107 | Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 108 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS: 8931. |
| 109 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting offittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreons China Wash basin size 550x400 mm with a 15 mm CP Brass single hote basin mix. |
| 110 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 111 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931. |
| 112 | Providing and fixing PTMT soap dish holder having length of 138m breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106gms. |
| 113 | Providing and fixing un-plasticized P.V.C. connection pipe with PTMT nuts, collars and bushof approved quality and colour 15 mm nominal bore with 45 cm length. |
| 114 | Providing and fixing CP Nipple. |
| 115 | Providing and fixing C.P Cup. |
| 116 | Providing and fixing CP Grating. |
| 117 | Providing andfixing mirror ofsuperior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing. a Rectangular shape 453x357 mm |
| 118 | Providing and fixing soil, waste and vent pipes: 100 mm dia, Sand cast iron S and S pipe as per IS:1729. |
| 119 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 120 | roviding and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour:Waste coupling 38mm of83 mm length and 77 mm breadth weighing not less than 60gms. |
| 121 | Providing and fixing PTMT Waste Pipe for wash basin and sink, of approved quality and colour: Flexible pipe 32 mm dìa. |
| 122 | Providing andfixing Ball Valve (brass) of approvedquality,high or low pressure with plastic floats complete. 25 mm |
| 123 | roviding and fixing Ball Valve (brass) of approvedquality,high or low pressure with plasticfloats complete.20 mm. |
| 124 | Providing and fixing TANK NIPPLE. |
| 125 | Providing and installation of electric water motor/pump having 01 H.P including all fitting complete. |
| 126 | Providing and laying integral cement based water proofing treatment including preparation quired for treatment of roofs, balconies, terraces ete consisting of following wing operations.95a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS approvedby Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including eleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm 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 20mm thick layer of cement mortar ofmix 1:5 (1 Cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer io-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cementslurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and and approved by Engineer-in-charge. d) finishing the surface with 20mmthick joint less cement mortar of mix 1:4(1 cement:4 coarse sand) admixed with water proofing compoundconforming 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 andmaking pattern of 300x300mm/sq 3mm deep.e) The whole terrace so finisired shali be flooded with water for a minimum period of two weeks for curing and for finai test. All above operations to be done in order and as directed and specified by Engineer-in-charge.With average thickness of 120mm and minimum thickness at khurra as 65 mm. |
| 127 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 128 | 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 I mx1 mx 400 micron, finished with 12 mm cement plaster 113 (1 cement: coarse sand) and a coat ofneat cement, rounding the edges and making and finishing the outlet complete. |
| 129 | Making plinth protection 50mm thick ofcement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted withfine sand includingfinishing the top smooth and curing complete. |
| 130 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etcin layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 131 | Disposal of surplus earth for average lead of 1.0 Km. |
| 132 | Cement concrete flooring 1:2:4 (Icement: 2 coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.40 mm thick with 20mm nominal size stone aggregate. complete (drain flooring). |
| 133 | Providing andfixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tightC.J. caver with frame of 300x300 mmsize (inside) the weight of cover to he not less than 4.50 kg andframe to benot less than 2.70 kg as per standard design. 180 x 150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation. |
| 134 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricksof class designation 7.5 bricks andS.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design |
| 135 | Constructing brick masonry road gully chamber of specified size with common burnt clay(non modutar) bricks of class designation 7.5 in cement mortar 1:4 (1 cement: 4coarse sand) including precast R.C.C. harizontal grating with frame complete as per standard design: Chamber size 50x45x60 cm including precastR.C.C grating with frame 500x450 mm horizontal grating. |
| 136 | Constructing brickmasonry manhole of specified sizewith common burntclay(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement: 4coarse sand) including Cover with frame complete asper standard design:I feet x 1 feet. |
| 137 | Constructing brickmasonry manhole of specified sizewith common burntclay(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement: 4coarse sand) including Cover with frame complete asper standard design:I.5 feet x 1.5 feet. |
| 138 | Constructing brickmasonry manhole of specified sizewith common burntclay(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement: 4coarse sand) including Cover with frame complete asper standard design:2 feet x 2 feet. |
| 139 | Demolishing brick work manually/by mechanicai means inciuding stacking ofserviceabie material and disposal ofunservicegble materiaj within 50 meters lead as per direction of Engineer-in-charge:in cement mortar. |
| 140 | Providing and fixing sheet covering over expansion joints with iron screws as per design Aluminum finted strip 3.15 mm thick Aleminum 16 fluted strip 3.15 mm thick, 200 mm wide. |
| 141 | Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic meter ofcoarse sand for expansion joints. |
| 142 | Carriage of material including loading ,unloading & Stacking sand, 150 km by MT. |
| 143 | Carriage of material including loading ,unloading & Stacking stone agg above 40mm avg lead 10 km by MT. |
| 144 | Carriage of material including loading ,unloading & Stacking stone agg below 40mm avg lead 30 km by MT. |
| 145 | Carriage of material including loading ,unloading & Stacking stone avg lead 5.0 km by MT. |
| 146 | Carriage of material including loading ,unloading & Stacking Brick avg lead 225km by MT. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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