Tender For Construction Of Veterinary Hospital Cum Residential Quarter ( Double Storey) At Chowki Choura District Jammu Under Nabard
Tender Value
1.36 Crore
Estimated cost
Bid Submission
04 Nov 2026
1 days left
EMD
2.72 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Veterinary Hospital Cum Residential Quarter ( Double Storey) At Chowki Choura District Jammu Under Nabard
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Oct-2026 | BOQ | Other | 04-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Carriage of excavated material by mechanical transport including loading, unloading and stacking ( upto 5 km) |
| 2 | Earth |
| 3 | Excavated rock |
| 4 | 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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 5 | a) All kinds of soil |
| 6 | b)Ordinary Rock |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in 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. |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 9 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorophriphos/Lindane emulsifiable concentrate of 20% |
| 10 | Treatment of soil under existing floors using chemical emulsion (Chlorophriphos/Lindane E.C. 20% with 1% concentration) @ one litre per hole, 300mm apart including drilling 12 mm diameter holesnd plugging with cement mortar 1:2 (1 cement :2 coarse sand) to match the existing floor: |
| 11 | 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: |
| 12 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 13 | Providing and laying cement concrete in retaining 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. |
| 14 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 15 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 17 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 19 | Foundations, footings, bases of columns etc. for mass concrete. |
| 20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 21 | Suspended floors, roofs, landings, balconies and access platforms. |
| 22 | Shelves (cast-in-situ) |
| 23 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 24 | Columns, pillars, piers, abutments, posts and struts. |
| 25 | Stairs (excluding landings) except spiral staircases |
| 26 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 27 | Weather shades, chajjas, corbels etc. including edges. |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level at all heights:- Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. projections |
| 30 | 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. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. |
| 31 | All works upto plinth level |
| 32 | All works above plinth level upto floor V level |
| 33 | Brick work with non modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level upto floor five level including curing complete in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 34 | Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS: 12894, in superstructure above plinth level and upto floor V level and curing complete in |
| 35 | Cement mortar 1:4 ( 1 cement : 4 coarse sand ) |
| 36 | Providing and fixing 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 |
| 37 | a)Granite of any colour or shade (Area of slab upto 0.5 sqm) |
| 38 | 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 |
| 39 | Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc.complete. |
| 40 | CERAMIC GLAZED TILESProviding 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 41 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202(Part I) 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. |
| 42 | With ISI marked M.S. pressed butt hinges bright finished of requiredsize with necessary screws - 35 MM THK |
| 43 | Extra for using stainless steel grade 304 wire gauge with wire of dia. 0.5 mm instead of Galvanized M.S. Wire gauge with wire of dia. 0.63 mm for doors, windows and clerestory windows with necessary screws: (shutter area to be measured) |
| 44 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 45 | Providing and fixing bright finished brass handles with screws etc. complete : 125 mm |
| 46 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete |
| 47 | Providing and fixing aluminum extruded section body tubular type universal hydraulic door closer,(having brand logo with IS: 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete : |
| 48 | Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. |
| 49 | Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete. : |
| 50 | 200x10 mm |
| 51 | Providing and fixing cupboard shutters with 25mm thick veneered particle board IS: 3097 marked exterior grade (Grade I) of approved make including second class teak wood lipping of 25mm wide x 12mm thick with necessary screws and bright finished stainless steel piano hinges complete as per directions of engineer-in-charge |
| 52 | With decorative veneering on one side and commercial veneering on other side |
| 53 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete. |
| 54 | Hot finished welded type tubes |
| 55 | 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. |
| 56 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 57 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. |
| 58 | 11.3.1 25mm thick with 12.5 mm nominal size stone aggregate. |
| 59 | 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, laid on 20 mmthick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 60 | In colour such as White, Ivory, Grey, Fume Red Brown |
| 61 | Providing and laying ANTISKID 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 |
| 62 | Size of tile 600x600 mm |
| 63 | Providing and laying ANTISKID Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete. |
| 64 | Size of tile 600x600 mm |
| 65 | Grouting the joints of flooring tiles having joints of 3 mm width, using space with epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 66 | Size of tile 600x600 mm |
| 67 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches duringtransportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 68 | Providing and fixing precoated galvanised steel sheet roofingaccessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : |
| 69 | 12.24.1 Ridges plain (500 - 600mm) |
| 70 | 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. |
| 71 | Making khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregateof 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 acoat of neat cement, rounding the edges and making and finishing theoutlet complete. |
| 72 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized 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. |
| 73 | Coupler110 mm |
| 74 | Single tee with door110x110x110 mm |
| 75 | Bend 87.5°- 110 mm bend |
| 76 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating15 cm diametre and weighing not less than 440 grams. |
| 77 | Providing and fixing tiled False Ceiling of specified materials of size 595x595mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 gms/sqm both side inclusive ) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200 x 600mm and secondary cross “T” of length 600mm and size 24x25 mm made of 0.30mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.30mm and laying false ceiling tiles of approved texture in the gridincluding, wherever, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash asteners, 4mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.8 mm spaced at 1200mm center to center along size 85x30x0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (The rate is excluding the cost of tiles which will be paid for separately). |
| 78 | GI Metal Ceiling Lay in perforated Tegular edge global white colour tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending |
| 79 | CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 80 | 18mm Cement plaster in two coats under layer 12mm thick cementplaster 1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1 : 6 (1 cement : 6 fine sand) |
| 81 | 6MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 82 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 83 | Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) |
| 84 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 85 | Two or more coats on new work |
| 86 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 87 | 2 mm thick |
| 88 | TWall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound) content less than 50 grams/liter of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.wo coats |
| 89 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplusearth upto 50 meters. |
| 90 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8- 10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge. |
| 91 | 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. |
| 92 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 93 | Providing, laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete as per direction of Engineer-incharge. |
| 94 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 95 | Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge. |
| 96 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid , 10 liter low level white vitreous china flushing cistern and CP flush bend with fittings and C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid. |
| 97 | Providing and fixing white vitreous china flat back half stall urinal ofsize580x380x350mm with White P.V.Cautomatic flushing cistern, withfittings, standard size C.P. brass flush pipe, spreaders with unions andclamps (all in C.P. brass) with waste fitting as per IS:2556, C.I. trap withoutlet grating and other couplings in C.P. brass, including painting offittings and cutting and making good the walls and floors whereverrequired: |
| 98 | Single half stall urinal with 5 liter P.V.C automatic flushingcistern |
| 99 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brasssingle hole basin mixer of approved quality and make, including paintingof fittings and brackets, cutting and making good the walls whereverrequired:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mmCP Brass single hole basin mixer |
| 100 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 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 without drain board |
| 101 | 510x1040mm bowl depth 250mm |
| 102 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube uptob1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. |
| 103 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 104 | Providing and fixing CP Brass 32mm size Bottle Trap of approvedquality & make and as per the direction of Engineer-in-charge. |
| 105 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: |
| 106 | 40MM DIA |
| 107 | Providing and fixing 100 mm sand cast iron grating for gully trap. |
| 108 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 109 | Providing and fixing toilet paper holder C.P. brass |
| 110 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: Waste coupling 31mm of 79 mm length and 62 mm breadth weighing not less than 45gms. |
| 111 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 112 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms. |
| 113 | Providing and fixing 127 mm dia,2 mm thick Stainless steel grating with frame for floor traps or drains of required pattern including cutting and making good the floors complete.(Make-Chilly,Jayna,Jaquar) |
| 114 | 127mm dia. |
| 115 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mmwith ½” BSP thread and shapes, weighing not less than 60 gms |
| 116 | Providing and fixing PTMT urinal cock of approved quality and colour :18.76.1 15 mm nominal bore, 80 mm long, 42mm high and 30 mmwide with BSP female threads weighing not less than 48 gms |
| 117 | CPVC PIPES AND FITTINGSProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply, including allCPVC plain and brass threaded fittings. This includes jointing of pipesand fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer-in-charge Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good thewall etc. |
| 118 | 15mm nominal outer dia pipes. |
| 119 | 20mm nominal outer dia pipes. |
| 120 | 25mm nominal outer dia pipes. |
| 121 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes 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 |
| 122 | 75mm mm diametre |
| 123 | 110 mm diametre |
| 124 | Providing and fixing on wall face un-plasticized - PVC mouldedfittings/accessories for un plasticized Rigid PVC pipesconforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 125 | Coupler 110 mm |
| 126 | Single tee with door |
| 127 | 75x75x75 mm |
| 128 | 110x110x110 mm |
| 129 | Bend 87.5° |
| 130 | 75 mm bend |
| 131 | 110 mm bend |
| 132 | Shoe (plain) |
| 133 | 110 mm shoe |
| 134 | G.I. PIPES AND FITTINGSProviding and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.: Internal work-Exposed on wall |
| 135 | 25 mm dia. nominal bore(Medium) |
| 136 | 32 mm dia. nominal bore(Medium) |
| 137 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) |
| 138 | 40 mm dia. nominal bore (Medium) |
| 139 | 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 :-25 to 40 mm nominal bore |
| 140 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) |
| 141 | 32 mm nominal bore |
| 142 | 40 mm nominal bore |
| 143 | 50 mm nominal bore |
| 144 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete |
| 145 | 25 mm nominal bore |
| 146 | Providing and fixing uplasticized PVC connection pipe with brass unions 45 cm length15 mm nominal bore |
| 147 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately). |
| 148 | 150 mm dia.- Class II |
| 149 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1cement :4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cementconcrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including 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 mortar1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay (non modular) bricks of class designation 7.5 |
| 150 | Constructing masonry Chamber of specified size, in brick work with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1cement :4 coarse sand) and R.C.C. top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including 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 |
| 151 | For sluice valve, with C.I. surface box 100 mm topdiameter, 160 mm bottom diameter and 180 mm deep (inside) withchained lid. Chamber 60x60x75 cm |
| 152 | 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. |
| 153 | 25 mm diameter pipe. |
| 154 | 32 mm diameter pipe. |
| 155 | 40 mm diameter pipe. |
| 156 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 157 | Providing and fixing 15 mm nominal bore C.P. brass bib cock ofapproved quality conforming to IS : 8931 |
| 158 | Providing and filling sand of coarser grade around the G.I. pipes in external work |
| 159 | 40 mm diameter pipe. |
| 160 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) |
| 161 | 25 mm nominal bore |
| 162 | 25 mm nominal bore |
| 163 | 40 mm nominal bore |
| 164 | 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 |
| 165 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-incharge. |
| 166 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) including bed concreteas per standard design. |
| 167 | All around 150MM DIA PIPE |
| 168 | Upto haunches |
| 169 | 150MM DIA PIPE |
| 170 | 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 |
| 171 | 150 mm dia. R.C.C. pipe |
| 172 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 173 | Inside size 90x80 cm and 60 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg andweight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 174 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. |
| 175 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete For pipes 100 to 250 mm diameter |
| 176 | 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) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 177 | Providing and fixing aluminum work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Zsections and other sections of approved make conforming to IS: 733 andIS: 1285, fixed with dash fastener of required dia. and size includingnecessary filling up of gaps at junctions i.e, at top, bottom and sides withrequired EPDM rubber / neoprene gasket felt etc. Aluminum sectionsshall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminum snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing,panelling and dash fasteners to be paid for separately.) For fixed portion |
| 178 | Polyester powder coated aluminum (minimum thickness ofpolyester powder coated 50 microns) |
| 179 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) |
| 180 | Polyester powder coated aluminum (minimum thickness ofpolyester powder coated 50 microns) |
| 181 | Providing and fixing glazing in aluminum door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) |
| 182 | With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) |
| 183 | Filling the gap in between aluminum frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.22.8.1 Upto 5mm depth and 5mm width Providing and fixing aluminum casement windows fastner of required length for aluminum windows with necessary screws etc. Complete |
| 184 | Powder coated minimum thickness 50 micron aluminum |
| 185 | Providing and fixing Anodized aluminum grill (Anodized transparent or dyed to required shade according to IS: 1868 minimum anodic coating of Grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing windows frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved Anodized aluminum standard section around the opening, all complete as epr requirement and direction of Engineer-in-charge. (only weight of grill to be measured for payment) |
| 186 | Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including cleaning 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 of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining wallsupto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less 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 includinglaying 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 300x300mm/sq 3mm 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 Engineerin- charge.23.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. |
| 187 | Carriage of construction material |
| 188 | Stone Aggregate below 40 mm nominal size Upto 25 Km by MT distance |
| 189 | Stone Aggregate above 40 mm nominal size Upto 25 Km by MT distance |
| 190 | Brick 50 Km by MT distance |
| 191 | Sand/Crusher Dust Upto 25 Km by MT distance Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayTender 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