Tender For Construction Of Office Building Of Construction Division-1, P.W.D., Pratapgarh In Year 2026-27
Tender Value
3.40 Crore
Estimated cost
Bid Submission
20 Oct 2026
2 days left
EMD
19 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
Pratapgarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Office Building Of Construction Division-1, P.W.D., Pratapgarh In Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil 0 to 0.30 m DSR No. 2.6.1 |
| 3 | 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 DSR No. 2.25 |
| 4 | Carriage of surplus earth by mechanical transport including loading & unloading up to 10 km. DSR No. 1.1.2 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR No. 2.27 |
| 6 | 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 nominal size derived from natural sources) DSR No. 4.1.8 |
| 7 | 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. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. DSR No.5.33 All works upto plinth level DSR No. 5.33.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 8 | All works above plinth level upto floor V level DSR No. 5.33.2 Concrete of M25 grade with minimum cement content of 330 kg /cum DSR No. 5.33.2.1 |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR No. 5.35 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for DSR No. 5.9 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete DSR No. 5.9.1 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR No. 5.9.2 |
| 13 | Suspended floors, roofs, landings, balconies and access platform DSR No. 5.9.3 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR No. 5.9.5 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR No. 5.9.6 |
| 16 | Steel reinforcement for R.C.C. work including strainthning, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR No. 5.22.6 |
| 17 | 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 No. 6.1.2 |
| 18 | Brick Work with common burnt clay ( non modular) bricks of class - 150 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) DSR No. 6.4.2 |
| 19 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class - 150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) DSR No. 6.13.2 |
| 20 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. DSR No. 6.15 |
| 21 | 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. DSR No. 4.13 |
| 22 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measured as per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:-(1)treatment for masonary & foundation 5 litres per sq.m.(2)back fill in immediate contract with foundation 7.5 litre per sq.m(3)treatment of top surface of plinth filling 5 liters per sq.m.(4)treatment of soil along external parameter of building 7.50 lire per Sqm (For payment plinth area to be measured as per IS Code). MR |
| 23 | Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete. 250mm x 16mm . MR |
| 24 | Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 250x10 mm. MR |
| 25 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm DSR No. 9.165.1 |
| 26 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper DSR No. 9.101.2 |
| 27 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. DSR No. 9.83 |
| 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 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 screws DSR No. 9.21.1 |
| 29 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces DSR No. 10.5.1 |
| 30 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) DSR No. 10.15.1 |
| 31 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes DSR No. 10.30.1 |
| 32 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides DSR No. 10.29.2 |
| 33 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR No. 10.25.2 |
| 34 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR No. 10.28 |
| 35 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. DSR No. 5.18 50 mm thick DSR No. 5.18.1 |
| 36 | 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. DSR No. 22.7 (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 Engineerin- 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. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 37 | 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 DSR No. 22.5 |
| 38 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) DSR No. 13.5.2 |
| 39 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR No. 13.4.2 |
| 40 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) DSR No. 13.16.1 |
| 41 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) DSR No. 13.5.1 |
| 42 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. DSR No. 13.22 |
| 43 | 10m to 13m DSR NO. 13.22.1 |
| 44 | 13m to 16m DSR NO. 13.22.2 |
| 45 | 16m to 19m DSR NO. 13.22.3 |
| 46 | Add for plaster groove in plastered surface or moulding to R.C.C. projections. DSR No. 5.30 |
| 47 | Add for plaster drip course in plastered surface or moulding to R.C.C. projections. DSR No. 5.30 |
| 48 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). DSR No. 16.75 |
| 49 | Chequerred precast cement concrete tiles 22 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).Light shade pigment using white cement DSR No. 11.20.1 |
| 50 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 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. DSR No. 11.39 |
| 51 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR No. 8.31 |
| 52 | 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 cementmortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick DSR No. 11.26.1 |
| 53 | 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 complete. DSR No. 11.27 |
| 54 | 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 No. 11.41.2 |
| 55 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well 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 coarse sand) laid and jointed with cement slurry 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-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent DSR No. 11.56.2 |
| 56 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm DSR No. 8.2.2.2 |
| 57 | 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 No. 13.41.1 |
| 58 | 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 No. 13.47.1 |
| 59 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.DSR No. 13.80 |
| 60 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. DSR No. 13.26 |
| 61 | 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 DSR No. 13.48.3 |
| 62 | 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 DSR No. 13.48.2 |
| 63 | Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) DSR No. 6.44 |
| 64 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. DSR No. 4.17 |
| 65 | Supplying and filling with O.B.B. Balast filing in sunken area MR |
| 66 | 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 No. 12.22 |
| 67 | 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 No. 12.41.2 |
| 68 | 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. DSR No. 12.42 |
| 69 | Coupler DSR No. 12.42.1 110 mm DSR No. 12.42.1.2 |
| 70 | Bend 87.5° DSR No. 12.42.5 110 mm bend DSR No. 12.42.5.2 |
| 71 | Shoe (Plain) DSR No. 12.42.6 110 mm Shoe DSR No. 12.42.6.2 |
| 72 | 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. DSR No. 12.43 110 mm DSR No. 12.43.2 |
| 73 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR No. 12.44 |
| 74 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. DSR No. 12.45 intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : DSR No. 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board |
| 75 | PLUMBERING |
| 76 | 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: DSR No. 17.2 W.C. pan with ISI marked white solid plastic seat and lid DSR No. 17.2.1 |
| 77 | 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: DSR No. 17.7 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap DSR No. 17.7.4 |
| 78 | 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 : DSR No. 17.4 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern DSR No. 17.4.2 |
| 79 | Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth DSR No. 8.10 Granite stone of approved shade DSR No. 8.10.2 |
| 80 | 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: DSR No. 17.10 Kitchen sink with drain board DSR No. 17.10.1 510x1040 mm bowl depth 250 mm DSR No. 17.10.1.1 |
| 81 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. DSR No. 8.5 |
| 82 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. DSR No. 17.28.2 Flexible pipe |
| 83 | i) 32 mm dia |
| 84 | ii) 40 mm dia |
| 85 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. DSR No. 17.7 Bottle trap 31 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 260 gms. DSR No. 17.70.1 |
| 86 | Providing and fixing mirror of superior 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 : DSR No. 17.32 Circular shape 450 mm dia DSR No. 17.32.1 |
| 87 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. DSR No. 17.33 |
| 88 | Providing and fixing toilet paper holder : DSR No. 17.34 C.P. brass DSR No. 17.34.1 |
| 89 | Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. MR |
| 90 | (i) 90 mm O.D. |
| 91 | (ii)110 mm O.D. |
| 92 | 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. DSR No. 12.43 110 mm DSR No. 12.43.2 |
| 93 | Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 MR |
| 94 | (i) 90 mm size |
| 95 | (ii)110 mm size |
| 96 | Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 MR |
| 97 | (i) 90x90x90 mm size |
| 98 | (ii) 110x110x110 mm size |
| 99 | Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 MR |
| 100 | 90 mm size |
| 101 | 110 mm size |
| 102 | Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 MR |
| 103 | (i) 90 mm size |
| 104 | (ii) 110 mm size |
| 105 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735 |
| 106 | (i) 90 mm size |
| 107 | (ii) 110 mm size |
| 108 | Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali. MR |
| 109 | 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. DSR No. 17.71 |
| 110 | Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms DSR No. 17.72 |
| 111 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall DSR No. 18.10 |
| 112 | (i) 20 mm nominal outer dia pipes DSR No. 18.10.2 |
| 113 | (ii) 25 mm nominal outer dia pipes DSR No. 18.10.3 |
| 114 | (iii) 32 mm nominal outer dia pipes DSR No. 18.10.4 |
| 115 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. DSR No. 18.7 Internal work - Exposed on wall |
| 116 | (i) 25 mm nominal outer dia Pipes DSR No. 18.7.3 |
| 117 | (ii) 32 mm nominal outer dia Pipes DSR No. 18.7.4 |
| 118 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. DSR No. 18.8 |
| 119 | (i) 15 mm nominal outer dia pipes DSR No. 18.8.1 |
| 120 | (ii) 20 mm nominal outer dia pipes DSR No. 18.8.2 |
| 121 | Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work DSR No. 18.12, 40 mm dia nominal bore DSR No. 18.12.5 |
| 122 | Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) DSR No. 18.17 |
| 123 | (i) 25mm dia, nominal bore DSR No. 18.17.1 |
| 124 | (ii) 32 mm dia, nominal bore DSR No. 18.17.2 |
| 125 | (iii) 40 mm dia, nominal bore DSR No. 18.17.3 |
| 126 | (iv) 50 mm dia, nominal bore DSR No. 18.17.4 |
| 127 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : DSR No. 18.13 25 to 40 mm nominal bore DSR No. 18.13.1 |
| 128 | Providing and fixing uplasticised PVC connection pipe with brass unions : DSR No. 18.21 45 cm length 15 mm nominal bore DSR No. 18.21.2.1 |
| 129 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) DSR No. 18.38 |
| 130 | (i) 20 mm nominal outer dia pipes DSR No. 18.38.2 |
| 131 | (ii) 25 mm nominal outer dia pipes DSR No. 18.38.3 |
| 132 | (iii) 32 mm nominal outer dia pipes DSR No. 18.38.4 |
| 133 | Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality DSR No. 18.40 40 mm dia, nominal bore DSR No. 18.40.5 |
| 134 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work DSR No. 18.41 40 mm dia, nominal bore DSR No. 18.41.5 |
| 135 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : DSR No. 18.18 |
| 136 | (i) 20 mm nominal bore DSR No. 18.18.2 |
| 137 | (ii) 25 mm nominal bore DSR No. 18.18.3 |
| 138 | Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) DSR No. 18.46 |
| 139 | (i) 15mm nominal bore DSR No. 18.46.1 |
| 140 | (ii) 20mm nominal bore DSR No. 18.46.2 |
| 141 | (iii) 25mm nominal bore DSR No. 18.46.3 |
| 142 | (iv) 32mm nominal bore DSR No. 18.46.4 |
| 143 | Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 DSR No. 18.49 15mm nominal bore DSR No. 18.49.1 |
| 144 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. DSR No. 18.51 15mm nominal bore DSR No. 18.51.1 |
| 145 | Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. DSR No. 18.53A |
| 146 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. DSR No. 18.53 15 mm nominal bore DSR No. 18.53.1 |
| 147 | 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. DSR No. 17.16A |
| 148 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : DSR No. 2.10 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. DSR No. 2.10.1.2 |
| 149 | Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. MR 160 mm O.D. |
| 150 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : DSR No. 19.2 150 mm diameter pipe DSR No. 19.2.2 |
| 151 | Supply and fixing of UPVC S.W. R. Gully trap confirming to IS - 14735 size 150x110 mm dia of self cleaning design including fixed brick Masonary chamber 250x250x250mm Size i/ c supply and fixing of CI cover with frame weight not less then 4.50Kg. & CI grating 150x150mm complete in all respects. MR |
| 152 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : DSR No. 19.7 |
| 153 | Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole. DSR No. 19.8 |
| 154 | (a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame. DSR No. 19.7.1.1 |
| 155 | (b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame. DSR 19.7.2.1 |
| 156 | Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. |
| 157 | (a) Size 900 x 800 mm DSR No. 19.8.1.1 |
| 158 | (b) Size 1200 x 900mm DSR No. 19.8.2.1 |
| 159 | Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. MR |
| 160 | (i) 25mm dia. MR |
| 161 | (ii) 40mm dia. MR |
| 162 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m). DSR. No. 2.26.1 |
| 163 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 3.0 m to 3.3 m). DSR No. 2.26.x2 |
| 164 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR No. 5.3 |
| 165 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR No. 5.9.3 |
| 166 | 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. DSR No. 23.1 All types of soil 400 mm dia DSR No. 23.1.1.3 |
| 167 | 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 hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. DSR No. 23.3 200 mm nominal size dia DSR No. 23.3.3 |
| 168 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. DSR No. 23.4 200 mm nominal size dia DSR No. 23.4.3 |
| 169 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR No. 23.5 |
| 170 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. DSR No. 23.6 |
| 171 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. DSR No. 23.7 |
| 172 | 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 Engineerin- charge. DSR No. 23.8 |
| 173 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. DSR No. 23.12 |
| 174 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia DSR No. 23.13.3 |
| 175 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia DSR No. 23.15.3 |
| 176 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : DSR No. 19.15.1 |
| 177 | PVC DRAIN WITH GULLY CHAMBER |
| 178 | Excavating trenches 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, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: DSR No. 2.10 All kinds of soil 2.10.1 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. DSR No. 2.10.1.2 |
| 179 | Providing, laying and jointing P.V.C. pipes including testing of joints etc. complete : 150 mm dia pipe 6 KG AR |
| 180 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C./HDPE pipes including bed concrete as per standard design: DSR No. 19.2 150 mm diameter DSR No. 19.2.2 |
| 181 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: DSR No. 19.30 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : DSR No. 19.30.3 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR No. 19.30.3.1 |
| 182 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : DSR No. 19.27 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR No. 19.27.1 |
| 183 | SILTING CHAMBER |
| 184 | Class-150 brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. DSR No. 6.1.2 |
| 185 | 20 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement : 3 coarse sand) DSR No. 13.9.2 |
| 186 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR No. 5.3 |
| 187 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR No. 5.9.5 |
| 188 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR No. 10.25.2) |
| 189 | CC Road |
| 190 | Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick as per direction of engineer in charge. DSR No. AR |
| 191 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. DSR No. 16.1 |
| 192 | Construction of granular sub-base by providing close graded Materia 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 No. 16.78.2 |
| 193 | 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 appropriate proportions 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 withapproved 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 DSR No. 16.43.1 |
| 194 | Providing and fixing in position pre-moulded joint filler in expansion joints. DSR No. 16.45 |
| 195 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. DSR No. 16.46.1 |
| 196 | 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 slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR No. 11.3.1 |
| 197 | Interlocking Paver Block |
| 198 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil DSR No. 2.1.1 |
| 199 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. DSR No. 16.1 |
| 200 | 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 50mm 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. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR No. 16.91.2 |
| 201 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil0 to 0.30 m1.50 M TO 3.0 M DSR No. 2.6.1Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m) DSR No. 2.26.1 |
| 202 | Septick Tank and Soak Pit |
| 203 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR No. 5.3 |
| 204 | Centering and shuttering including strutting, propping etc. and removal of form for DSR No. 5.9 Suspended floors, roofs, landings, balconies and access platform DSR No. 5.9.3 |
| 205 | Class-150 brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. DSR No. 6.1.2 |
| 206 | Cement plaster (1:3) finished with a floating coat of neat cement. 20 mm Cement Plaster DSR No. 13.9.2 |
| 207 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. DSR No. 19.15.1 |
| 208 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. DSR No.; 7087 |
| 209 | Providing & fixing 75mm dia vent pipes. DSR No. 17.35.2.2 |
| 210 | Providing & fixing of 75mm dia cast iron terminal guard. DSR No. 17.56.2 (sand cast iron S&S as per IS-3689) |
| 211 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. DSR No. 19.19 HD -20- Circular shape 500mm internal diameter DSR No. 19.19.2 |
| 212 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. DSR No. 19.32 With F.P.S. bricks DSR No. 19.32.1 |
| 213 | BOUNDRY WALL |
| 214 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR No. 5.1.2 |
| 215 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : Column DSR No. 5.2.2 |
| 216 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Band Beam DSR No. 5.3 |
| 217 | Centering and shuttering including strutting, propping etc. and removal of form for DSR No. 5.9 |
| 218 | Foundations, footings, bases of columns, etc. for mass concrete DSR No. 5.9.1 |
| 219 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR No. 5.9.5 |
| 220 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR No. 5.9.6 |
| 221 | 12 mm thick plaster with cement mortar in consisting of 1:6 cement and approved coarse sand. On smooth surface of wall. DSR NO. 13.4.2 |
| 222 | 15 mm thick plaster with cement mortar in consisting of 1:6 cement. On rough surface of wall. DSR No. 13.5.2 |
| 223 | 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. DSR No. 13.80 |
| 224 | 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) DSR No. 13.47.1 |
| 225 | M.S. GATE 4.50 Meter Wide |
| 226 | Centering and Shutterin including Strutting porpping etc. and removal of form for: |
| 227 | Foundations, footings, bases of columns, etc. for mass concrete DSR No. 5.9.1 |
| 228 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR No. 5.9.5 |
| 229 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR No. 5.9.6 |
| 230 | 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. DSR No. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 231 | 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 No. 13.45.1 |
| 232 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 approvedbrand and manufacture DSR No. 13.48.3 |
| 233 | M.S. Grill on existing wall |
| 234 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR No. 10.25.2 |
| 235 | COST OF EXTERNAL WATER SUPPLY WORKS |
| 236 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 80 mm dia nominal bore DSR No. 18.12.8 |
| 237 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 80 mm nominal bore DSR No. 18.17.6 |
| 238 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); 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 DSR No. 18.33.1 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 20, 2026
17:00 IST
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Upcoming · 2 daysOct 20, 2026
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