Tender For Construction Of New Bus Stand Kishtwar District Kishtwar.
Tender Value
4.44 Crore
Estimated cost
Bid Submission
22 Oct 2026
20 days left
EMD
8.89 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kishtwar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Bus Stand Kishtwar District Kishtwar.
BOQ
| Sl. No. | Item Description |
| 1 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 2 | Supplying and stacking at site Stone screening 11.2 mm nominal size |
| 3 | Supply and stacking at site of stone dust/crusher dust. |
| 4 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.Kg/sqm. |
| 6 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.2 On bitumen surface @ 0.50 Kg/sqm. |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (including all leads, lifts) |
| 8 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 9 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 10 | 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 (Berm Filling) |
| 11 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :6.1.5 Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 12 | Extra for Brick work common burnt clay bricks/cement concrete bricks in superstructure above plinth level |
| 13 | Providing and laying chisel dressed Devri Stone of size 300x200 mm facewith 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) uptoplinth level including curing.One face dressed7.44.1 Fine chisel dressed(column) |
| 14 | Providing edge moulding to including machine polishing to edge complete as per design approved by Engineer-in-Charge. |
| 15 | Pebble dash plaster upto 10m height above ground level with a mixture ofwashed pebble or crushed stone 6mm to 12.5mm nominal size dashed overand including fresh plaster in two layers, under layer 12mm cement plaster1:4 (1 cement: 4 Coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finelygrounded hydrated lime by volume of cement. |
| 16 | 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 8.2.2.1 (Area of slab upto 0.5 sqm)18mm |
| 17 | Providing and fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) |
| 18 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.10.2.2 Welded |
| 19 | Providing/Laying/Fixing Latters of Chrome embadded all complete fitting. |
| 20 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil 85% |
| 21 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock 15% |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 23 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) |
| 25 | Centring and shuttering including strutting, propping etc and removal of form work, Foundations, footings, bases of columns etc. for mass concrete. |
| 26 | Centring and shuttering including strutting, propping etc and removal of form work, Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 27 | Centring and shuttering including strutting, propping etc and removal of form work, Columns, pillars, piers, abutments, posts and struts. |
| 28 | Centring and shuttering including strutting, propping etc and removal of form work, Suspended floors, roofs, landings, balconies and access platform(For Slab) |
| 29 | Centring and shuttering including strutting, propping etc and removal of form work, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 30 | Centring and shuttering including strutting, propping etc and removal of form work, Edges of slabs and breaks in floors and walls. Under 20 cm wide |
| 31 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 32 | 12 mm thick cement plaster of 1:4 mix (1 cement : 4 find sand mortar) |
| 33 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800- 1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PROV8i/ ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self-drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16& 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self-expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 34 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. |
| 35 | Providing and fixing 6 mm thick twin-wall UV-protected polycarbonate sheet roofing of approved brand and color (clear/opal white/bronze) over existing steel/aluminum frame structure, fixed with aluminum H-joining profiles and aluminum U-edge capping, anti-dust vent tape at bottom edges, solid sealing tape at top edges, self-drilling screws with EPDM/neoprene washers, and sealed with neutral-cure silicone sealant complete in all respects up to any pitch or curvature including cutting to shape and size as per drawing and direction of Engineer-in-Charge (excluding cost of structural supporting frame).\\" |
| 36 | Providing and laying flamed finish 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 : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 37 | 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 |
| 38 | Providing, fabricating, and fixing Retro-Reflective Passenger Information / Route / Name Board of size 1.70x2.50 fixed in between structural steel framing members. Board face made of 3mm thick Aluminum Composite Panel (ACP) backed by an internal Angle framework. Board surface laminated with High-Intensity Microprismatic (HIP) Class B Retro-Reflective Sheeting with computer-cut vinyl lettering, route details, and borders as per approved layout. Item includes providing MS mounting cleats, brackets, high-tensile SS fasteners/bolts, anti-corrosive primer, and two coats of synthetic enamel paint on exposed mild steel surfaces, complete in all respects as per drawings and directions of the Engineer-in-Charge (excluding the cost of main structural steel framing).\\" |
| 39 | Supply and laying of stone solling handpacked tightly including ramming,watering complete. |
| 40 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 41 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 42 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / 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) 22.1.1 For Fixed Portion 22.1.1.3 Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns) |
| 43 | 22.1.2 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.) 22.1.2.3 Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns) |
| 44 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer’s specification and direction of Engineer-in- charge |
| 45 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer’s specification and direction of Engineer-in-charge. |
| 46 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in-charge. (Cost of aluminum snap beading shall be paid in basic item.) 22.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) |
| 47 | Providing and fixing aluminum die cast body tubular type universal hydraulic door closer (having brand logo with IS: 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete : |
| 48 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 9.98.2 250x16 mm |
| 49 | Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 9.99.4 150x10 mm |
| 50 | Providing and fixing aluminum handles ISI marked anodized (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. 9.102.1 125 mm |
| 51 | Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete 9.103.2 Twin rubber stopper |
| 52 | 9.105 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete. |
| 53 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 54 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel bars |
| 55 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 56 | Extra for half Brick masonry in superstructure above plinth level upto floor V levels |
| 57 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 58 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 13.5.2 1 : 6 ( 1 cement : 6 coarse sand) |
| 59 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalization or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. |
| 60 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.5 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 61 | Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 12.24.1 Ridges plain (500 - 600mm) |
| 62 | 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 63 | Providing and laying gang saw cut of specified thickness, mirror polished pre- moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in- Charge.16.90.1 18 mm thick |
| 64 | 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. 13.88.2 2 mm thick |
| 65 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface |
| 66 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: 13.57.1 Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm |
| 67 | Supply, Installation, Testing, and Commissioning (SITC) of an automatic sensor-operated electric hand dryer in public or institutional toilets |
| 68 | 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. |
| 69 | Providing and fixing Under Counter wash basin,with 32 mm Waste Coupling and other allied accessories including cutting and making good the walls wherever required:- (a) White Vitreous China Under Counter Wash basin. |
| 70 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 71 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 72 | 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, Rectangular shape 1500x450 mm |
| 73 | Providing and fixing toilet paper holder with Flap made out of C.P Brass |
| 74 | Providing and fixing C.P Brass Soap Dish. |
| 75 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge |
| 76 | Providing and fixing CP brass towel rail complete with CP brackets fixed to wooden cleats with CP brass screws . |
| 77 | Providing and fixing CP Short Body Bibcock with Valve Flange |
| 78 | 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 |
| 79 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia |
| 80 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 81 | Providing and fixing PP soil, waste and vent pipes As Per BS EN 1451 suitable to rubber ring joints , which includes bends, rubber ring, jointing, junctions, clean out plug , cowls, offsets, collar, M.S holder-bat clamps, access pieces, trap of self cleansing design .etc. complete including jointing.(Ref: Astral Drain Pro or Equivalent), 110 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 82 | Providing and fixing PP soil, waste and vent pipes As Per BS EN 1451 suitable to rubber ring joints , which includes bends, rubber ring, jointing, junctions, clean out plug , cowls, offsets, collar, M.S holder-bat clamps, access pieces, trap of self cleansing design .etc. complete including jointing.(Ref: Astral Drain Pro or Equivalent), 75 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 83 | Providing and fixing of Rain Water pipes PP soil, waste and vent pipes As Per BS EN 1451 suitable to rubber ring joints , which includes bends, rubber ring, jointing, junctions, clean out plug , cowls, offsets, collar, M.S holder-bat clamps, access pieces, trap of self cleansing design .etc. complete including jointing. 110 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 84 | Providing and Fixing of Floor Traps 110 mm with double chrome plated Cover one Grated and one closed and all other fittings required. Makes:- Astral/SFMC/Finolex |
| 85 | 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 coarsesand (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 floatingcoat of neat cement complete as per standard design : Inside size 90x80 cm and 45 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 and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 86 | Supply, Installation of PVC Gully Trap of Size 110 mm |
| 87 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 88 | 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 up to 50 m and lift up to 1.5 m |
| 89 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of P.V.C pipes including bed concrete as per standard design : 110 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 90 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc., 15mm nominal outer dia pipes |
| 91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc., 20mm nominal outer dia pipes |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc., 25mm nominal outer dia pipes. |
| 93 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc., 32mm nominal outer dia pipes. |
| 94 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing Internal work-exposed on wall with clamps at 1.00 meter spacing, 25mm nominal outer dia pipes |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing Internal work-exposed on wall with clamps at 1.00 meter spacing, 32mm nominal outer dia pipes. |
| 96 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing Internal work-exposed on wall with clamps at 1.00 meter spacing, 40mm nominal outer dia pipes. |
| 97 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11). External work including trenching and refilling etc. complete, 40mm nominal outer dia pipes. |
| 98 | Providing and fixing unplasticised PVC connection pipe with brass unions: 45 cm length, 15 mm nominal bore |
| 99 | Cutting holes upto 30x30 cm in walls including making good the same with common burnt clay F.P.S.(non modular) bricks |
| 100 | Providing & fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 16 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. 32 mm Diameter |
| 101 | Providing & fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 16 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. 40 mm Diameter |
| 102 | Providing & fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 16 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. 50 mm Diameter |
| 103 | Providing and fixing on wall 35 LTRS Electric Geyser with ABS Body. |
| 104 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 105 | 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 |
| 106 | Constructing septic tank, of size 5.0 mx 2.5 mx1.55 m approx. height(Height to be fixed as per site requirement i.e. below invert level of last manhole , in B/W, 350/230 mm thick ( minimum) walls . |
| 107 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : 15.28.1 G.S. Sheet |
| 108 | Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead : 15.14.1 Of sectional area 40 sqcm. and above. |
| 109 | Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 110 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar |
| 111 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 112 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :15.12.1 Of area of 3 sqm. and below |
| 113 | Supply and Fixing of water cooler cum purifier Stainless Steel Food grade having Cooling Capacity: 50 L/Hr Storage Capacity: 150 L Type: Water Dispenser |
| 114 | Supply and Fixing of 50 LPH Water Purifier with adjuster upto 3000 TDS commercial RO water purifier plant 50 ltr |
| 115 | Supply and Fixing of Motor Pump 1 H.P. |
| 116 | Supply and Fixing Stabilizer |
| 117 | Construction of C.C. platform including fixing of tiles with all material, labour T&P complete (2x1.50x0.50) in 1:2:4 |
| 118 | Construction of Drain with all material, labour T&P complete in 1:2:4 cement, sand and stone ballast |
| 119 | Water connection storage tank to water cooler up to 20 mtr with 15 mm PVC Pipe all material, labour, Plumbing T&P complete |
| 120 | Supply and fixing of G.I. Sheet and nut bolt with iron Angle safety Cover frame and 500 ltr Sintex tank including painting all material, labour T&P complete |
| 121 | Supply and fixing of Sign board |
| 122 | Electrician wire, main Switch, earthing and all necessary items required all complete |
| 123 | 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, All kinds of soil 85% |
| 124 | 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 Ordinary Rock 15% |
| 125 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of cantering, shuttering finishing and reinforcement including cost of 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 the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. 5.38.1 All works upto plinth level |
| 126 | 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. 5.34.2 All works above plinth level upto floor V level |
| 127 | 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 @ 0.253kg/ 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. |
| 128 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. 20.15.4.1 Circular shape 560mm internal dia |
| 129 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate. |
| 130 | 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 an sweeping extra sand complete all as per direction of Engineer-in-Charge.16.93.1 80mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 131 | 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). |
| 132 | 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. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 133 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:Bituminous road. |
| 134 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water bound macadam road. |
| 135 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 136 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 137 | 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. |
| 138 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 20.9.10.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-2O grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 20.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 139 | Providing, installation, testing and commissioning of ornamental/decorative Solar Street Light complete system with *Pole (G.I/painted)* 4.0 or 6.0 m height MS tubular / GI pole, single-arm type; with 200 × 200 × 12 mm base plate and 4 Nos. M20 × 600 mm galvanised anchor bolts. Pole hot-dip galvanised or painted (2 coats enamel paint over zinc primer). *Luminaire (LED)* 30-40 W and above, IP65 weatherproof, die-cast aluminium housing, inbuilt driver and automatic dusk-to-dawn operation. Power factor ≥ 0.95, luminous efficacy ≥ 120 lm/W, 5700 K colour temperature of approved Brand and manufacture. *Solar PV Panel:* 100-150 W, mono/polycrystalline silicon, 18% minimum efficiency, with anodised aluminium frame and toughened glass. Mounted on adjustable MS bracket at 15°–30° tilt facing south. Complying with IS 14286 / IEC 61215.*Battery* 12.8 V /36- 54 Ah \text{LiFePO}_4 (Lithium Iron Phosphate), maintenance-free, with inbuilt BMS protection against overcharge, over-discharge, short-circuit & reverse polarity. Autonomy minimum 2 days. Weatherproof IP65 housing, mounted on pole. *Charge Controller* MPPT / PWM type, efficiency ≥ 95%, with load & battery protection, integrated within the luminaire. *Foundation* RCC M20 (1:1.5:3) foundation block 0.45 m × 0.45 m × 0.80 m, including excavation, 100 mm PCC (1:4:8) bedding, reinforcement (8 mm Ø @150 mm c/c both ways), anchor bolts, shuttering, backfilling & curing. Top surface finished smooth and at least 100 mm above ground. *Earthing* GI pipe electrode (40 mm Ø × 2.5 m long) with 8 SWG GI wire connection to pole. Earth resistance ≤ 5 ohms. *Wiring & Accessories* ISI-marked copper flexible wires, junction box (IP 65), cable lugs, ferrules, clamps, UV-resistant ties, and accessories. All wiring concealed / clamped neatly on pole. *Installation & Testing* Transporting all materials from approved source (e.g. Jammu) to site, unloading, erection of pole, fixing of PV panel, LED fitting, battery, and connections. Testing for illumination, battery charge/discharge, and automatic dusk–dawn operation. The cost shall incld. all applicable taxes, carraige upto site , leads and lifts,Complete job in all respects to the satisfaction of Engineer in charge . |
| 140 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):Sal wood |
| 141 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 142 | Providing 40x5 mm flat iron hold fast 40 in long including fixing to frame with 1Omm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) |
| 143 | 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. |
| 144 | Providing and fixing 35mm glazed shutters for doors, windowsand clerestory windows using 1Okg/sqm (4mm thick) float for glass panes including lSI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class Kail wood |
| 145 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : Second class Kail wood 35mm thick |
| 146 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:Budloo/ Fir wood 50x12mm |
| 147 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 148 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete |
| 149 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.63 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 during transportation 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. |
| 150 | Providing ridges or hips of width 60cm overall width plain G.S.sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G. I. limpet and bitumen washers complete 0.63 mm thick with zinc coating not less than 275gm/m2 |
| 151 | Providing and fixing plained eaves boarding 2nd class kail wood 250x32 mm (nominal size ) |
| 152 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 153 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 154 | Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggreagate 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. Aggregates. |
| 155 | Providing and fixing aluminium sliding door bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300x16 mm |
| 156 | Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (A ) 100 x 10 mm |
| 157 | Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (A ) 200 x 10 mm |
| 158 | Providing and fixing aluminium hanging floor door stopper lSI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 159 | Providing and fixing bright finished brass handles with screws etc. complete : 125mm |
| 160 | Providing and fixing bright finished brass handles with screws etc. complete : 100mm |
| 161 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 162 | 62mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 liter per 50kg of cement or as per manufacturer’s specifications, including cost of cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. |
| 163 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes |
| 164 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.12.4.1 0.80 mm thick with zinc coating not less than 275 gram/m2 |
| 165 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 166 | Providing of Structural Design from approved Consultancy of competant authority i.e (IIT/NIT/Design Directorate/DIQC/GCET Jammu) |
| 167 | Carriage of Mulba at an avg. distance of 5.0 Km by mechanical transport, incl. and unloading and stacking of serviceable material and disposal of unserviceable material as directed by site engineer. |
| 168 | Carriage of sand by Mechanical Transport & Manual Labour including loading , unloading & stacking complete lead upto 30 km |
| 169 | Carriage of stone at an average distance of 5km by MT |
| 170 | Carriage of stone aggregates by Mechanical Transport & Manual Labour including loading , unloading & stacking complete lead upto 07 km |
| 171 | Carriage of Chisel Dressed Devri Stone at an avg Distance of 250 Km by MT including L/U complete |
| 172 | Carriage of Bricks by Mechanical Transport & Manual Labour including loading , unloading & stacking complete lead upto 210 km |
| 173 | Carriage of Steel at an average distance of 210 Km by mechanical Transport Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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