Tender For Construction Of School Building At A D Nagar English Medium High School , Agartala, West Tripura Under Ridf-Xxx During The Year 2025-26 /Sh: Building Portion Including Internal Water Supply, Sanitary Installation, Sewage And Drainage Works
Tender Value
7.83 Crore
Estimated cost
Bid Submission
25 Sep 2026
9 days left
EMD
15.67 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of School Building At A D Nagar English Medium High School , Agartala, West Tripura Under Ridf-Xxx During The Year 2025-26 /Sh: Building Portion Including Internal Water Supply, Sanitary Installation, Sewage And Drainage Works.
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : EARTH WORK |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 4 | All kinds of soil |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 6 | All kinds of soil |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 8 | All kinds of soil |
| 9 | Extra for additional lift of 1.5m or part thereof. |
| 10 | All kinds of soil |
| 11 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 12 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 13 | Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 14 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion): |
| 15 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. |
| 16 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 17 | Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: |
| 18 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 19 | Construction of plastic cell filled cement conrete M-30 Grade pavement Providing and laying plastic cell filled cement conrete M 30 Grade pavement, of required thickness over a prepared sub base, with 53 grade ordinary portland cement or any other type as per clause 1501.2.4, coarse and fine aggreegates conforming to IS:2386 laid in approved fixed side formwork (steel channel, wedges,steel plates includind levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screedand plate vibrators and finished in contnuous operation, curing of concrete slabs for 14 days with curing compound(where specified) and water, finishing to lines and grade as per drawing and technical specification of cell filled oncrete pavement published by NRRDA. |
| 20 | SUB-HEAD : CEMENT CONCRETE WORK |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering |
| 22 | All work upto plinth level: |
| 23 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 24 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 25 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 26 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 27 | Foundations, footings, bases for columns. |
| 28 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick 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. |
| 29 | SUB-HEAD : RCC WORK |
| 30 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: |
| 31 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 32 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- |
| 33 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 34 | 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 floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 35 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 36 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with |
| 37 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 38 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 40 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 41 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 42 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits |
| 43 | 50 mm thick |
| 44 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 45 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 46 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 47 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 48 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 49 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 50 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 51 | Stairs (excluding landings) except spiral-staircases with wooden plank |
| 52 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. |
| 53 | Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 54 | Weather shade, Chajjas, corbels etc., including edges. |
| 55 | Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. |
| 56 | Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour /shade of wall treatment. |
| 57 | Aluminium fluted strips 3.15mm thick : 150 mm wide |
| 58 | SUB-HEAD : BRICK WORK |
| 59 | First class brick work in foundation and plinth including cost of all materials as required complete. |
| 60 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 61 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 62 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete. |
| 63 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 64 | Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 65 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 66 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course of half brick masonry work including anchorage in joints of 75mm in each side in superstructure for all level including cost of all materials as required complete:- |
| 67 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 68 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course of half brick masonry work including anchorage in joints of 75mm in each side in superstructure for all level including cost of all materials as required complete:- |
| 69 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 70 | SUB-HEAD : CLADDING WORK |
| 71 | Providing and fixing gang saw cut of approved thickness 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 of cement mortar 1:4 ( 1 cement : 4 fine sand ) with 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:- |
| 72 | 14 mm thick Rajnagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivalent duly approved:- |
| 73 | Area of slab upto 0.50 sqm. |
| 74 | Providing edge moulding to approved thickness marble stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete at all levels as required as per design approved by the Engineer-in-charge:- |
| 75 | 14 mm Marble work. |
| 76 | Providing and fixing stone slab with table rubbed, edges rounded and polished of size 75x50 cm deep and approved thickness fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth including rubbing, curing etc. complete at all levels as required (measurement should be of exposed finished work):- |
| 77 | White Agaria Marble Stone of approved shade of 18 mm thick (75 x 50 cm). |
| 78 | SUB-HEAD : WOOD, PVC & WPC WORK |
| 79 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : |
| 80 | Local Teak wood |
| 81 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for paneled or paneled and glazed shutters 25 to 40 mm thick. |
| 82 | Local Teak Wood 16mm. Thick |
| 83 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters. |
| 84 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 85 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. |
| 86 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 87 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 88 | Providing and fixing aluminium sliding door bolts ISI 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 : |
| 89 | 300 x 16 mm |
| 90 | 250 x 16 mm |
| 91 | Providing and fixing aluminium tower bolts ISI 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 : |
| 92 | 300 x 10 mm |
| 93 | 250 x 10 mm |
| 94 | Providing and fixing aluminium handles ISI 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 : |
| 95 | 125 mm |
| 96 | 100 mm |
| 97 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
| 98 | Single rubber stopper |
| 99 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality) |
| 100 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/ kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) |
| 101 | Providing 50 × 50 × 50 mm Gamair wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement: 3 fine sand) and making good the walls etc. |
| 102 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). |
| 103 | a) Frame size 45 x 70 mm |
| 104 | b) Frame size 65 x 125 mm |
| 105 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 35 mm thick |
| 106 | SUB-HEAD : STEEL WORK |
| 107 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. |
| 108 | Providing and fixing fan clamp type-I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete. |
| 109 | Providing, fabricating, transporting, assembling and erection in position of Steel members for steel colunms, built up beams using structural tubular sections (round, square or rectangular hollow tubes etc. confirming to IS 4923 / IS 1161, Yield strength 310 MPa as per latest IS Code) to the required profile & shape as called for as per the drawing & specifications and of approved make including the shear connectors /studs and fusion weld to top of horizontal member. This item also includes prepration of shop drawings and their approval, necessary templates, adequate temporary supports, scaffolding & staging, all cutting, grinding, sliding & all labour tools, plants & equipments & operations etc. |
| 110 | required to complete the job as per drawing & specification. Every precaution to be taken to prevent rusting of sections. This item also includes all test on materials & welded fabricated parts as per specification and direction of Engineer - in - Charge. Temporary bolts & nuts ( grade EN 8 ) to be used during assembling & shall be removed before site erection. All site erection bolts shall be HSFG type only. The item to include cost of sand blasting on materials, application of primer and epoxy paint in internal & external in fabrication shop & final painting on site including all touch up works after erection as per technical specification |
| 111 | Scope of work includes:i) Design & fabrication of any additional temporary structure including all type of lifting brackets, supporting brackets ,which will be required for transportion & erection in position / launching of fabrication part or complete element in position.ii) Making provision & arrangement for required opening / inserts for fixing lights fixtures & funning cable conduits.iii) All incidentials labour, equipement & plants required to execute & complete the job from fabrication to erection at final position as per drawing, specification & direction of Engineer - in -Charge. iv) Cleaning & removing of all spoil, temporary arrangementa for casting of deck slab/roofing. v) All safety measures required to execute & complete the work.vi) Procurement of all materials from approved manufactures & fabrication. Complete methodology for structural steel work, Name of workshop for fabrication works, Testing facilities & erection procedures etc.to be intimated for approval of Engineer - in - Charge. |
| 112 | vii) The provision of temporary bearing / sand jacks for supporting steel members during erection.viii) Provision of stability during erection against wind load or any other type of loading on structural steel members during erection.ix) Measurement shall be only for structural steel which is erected & is part of permanent structure & paid as per approved shop drawings. All wastages, temporary works, Jigs, temporary assembly bolts etc. are deemed to be included in rates. No allowence or increse in weight for welding , nuts & bolts etc will be applicable. |
| 113 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- |
| 114 | M.S. tube |
| 115 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 116 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 117 | SUB-HEAD : ALUMINIUM WORK & STRUCTURAL GLAZING |
| 118 | Providing and fixing aluminium 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, fixing with dash fasteners 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 etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :- |
| 119 | (i) For fixed portion of approved quality:- - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 120 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):- |
| 121 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 122 | Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- |
| 123 | With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) |
| 124 | With float glass panes of 5.5 mm thickness ( weight not less than 13.75 kg / sqm ) |
| 125 | Providing and fixing stainless steel (SS 304 grade) adjustable friction window stay of approved quality with necessary stainless steel screws etc. to the side hung windows etc. complete as per direction of Engineer-in-charge:- |
| 126 | 205 x 19 mm |
| 127 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. of approved quality complete as per direction of Engineer-in-charge:- |
| 128 | Anodised aluminium of grade AC 15. |
| 129 | SUB-HEAD : FLOORING AND SKIRTING WORK |
| 130 | Providing and fixing Marble stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with of matching shade, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. |
| 131 | 14 mm thick Marble stone Raj Nagar plain marble |
| 132 | Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 fine sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 133 | 8mm thick Rajnagar marble tiles (polished) |
| 134 | Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. |
| 135 | Kota stone slab 25mm thick |
| 136 | Extra for pre-finished nosing to treads of steps of Granite stone flooring |
| 137 | Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge. |
| 138 | 450 mm X 300 mm in all shades and design |
| 139 | Providing and laying 1st class quality 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 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge. |
| 140 | Glazed Vitrified Tiles- Full Body (Glossy/ Mat Finish/ Anti Skid)Size of tile 1200 mm x 600 mm |
| 141 | Providing and laying Vitrified tiles (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622 - 2017, 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 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. all complete as per direction of the Engineer-in-charge |
| 142 | Glazed Vitrified Tiles- Full Body (Glossy/ Mat Finish/ Anti Skid) [SoR2023' 10.42.4.2 - 10.43 + 10.45.1 + 12.1.1] |
| 143 | Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge. |
| 144 | In dark shade using ordinary cement |
| 145 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. |
| 146 | 40mm thick. |
| 147 | Providing and fixing tactiles of standardized designs conforming to RNIB (The Royal National Institute for the Blind, UK), DETR (Department of the Environment, Transport and the Regions, UK) & ADA (Americans with Disabilities Act, USA) of size 300 x 300 mm in floors, (thickness to be specified by the manufacturer) specially designed to assist the visually impaired - “foot braille”, with water absorption less than 0.5%, of approved brand & manufacturer, laid on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) including grouting of joints etc. all complete as per direction of Engineer-in-charge. (Payment for grouting of joints to be made separately) |
| 148 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm 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 fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: |
| 149 | 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 150 | SUB-HEAD : ROOFING AND CEILING WORK |
| 151 | Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) with EPDM washers filled with white lead 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 and as per direction of Engineer-in-charge. |
| 152 | 0.45mm thickness |
| 153 | Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side etc. complete as per direction of Engineer-in-charge. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm: |
| 154 | 0.45mm thickness |
| 155 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, 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 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x |
| 156 | 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directedby Engineer-in-charge. |
| 157 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. |
| 158 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: |
| 159 | Single socketed pipe - 110 mm OD |
| 160 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc. complete as per direction of Engineer-in-charge : |
| 161 | (i) Coupler - 110mm |
| 162 | (iii) Single equal tee with door - 110 x 110 x 110 mm |
| 163 | (ii) Single equal tee without door - 110 x 110 x 110 mm |
| 164 | (iv) Bend 87.5o - 110mm |
| 165 | (v) Plain shoe - 110 mm |
| 166 | Providing and fixing 25mm x 1.40 mm clips made out of aluminium strip of approved design to unplasticised - PVC rain water pipes by means of Plastic Wall Plugs fitted in the brick work/R.C.C work by drilling with the help of mechaine and screwed with M.S. screws of required length and making good the wall etc. complete as per direction of Engineer-in-charge. |
| 167 | Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete. |
| 168 | 100mm |
| 169 | SUB-HEAD : FINISHING WORK |
| 170 | 12 mm cement plaster of mix |
| 171 | In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 172 | In cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 173 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 174 | In cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 175 | 6 mm cement plaster of mix: |
| 176 | In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 177 | Neat cement punning. |
| 178 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 179 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 180 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :(i) New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 181 | Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 182 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre |
| 183 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: (i) Two or more coats on new work |
| 184 | SUB-HEAD:WATER PROOFING WORK |
| 185 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, fine sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness.Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super-Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) |
| 186 | 50mm thick in Grade M 25 with cement content not less than 418 kg per cum |
| 187 | 75mm thick in Grade M 25 with cement content not less than 418 kg per cum |
| 188 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound, as directed by Engineer-in-Charge and consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 189 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 190 | Bars upto 12 mm diameter |
| 191 | Bars upto 12 mm diameter |
| 192 | SUB-HEAD : SANITARY WORKS |
| 193 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 : |
| 194 | White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 195 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern 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 : |
| 196 | W.C. pan with ISI marked white solid plastic seat and lid |
| 197 | Providing and Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of three urinal basins with10 litre white P.V.C. automatic flushing cistern. |
| 198 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 199 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:Flat back wash basin of size 550 x 400 mm |
| 200 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 201 | (i) Semi rigid pipe - 32 mm dia |
| 202 | (ii) Flexible pipe - 32 mm dia |
| 203 | Providing and fixing 600x450 mm bevelled 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. |
| 204 | Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 205 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. |
| 206 | 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms |
| 207 | Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms |
| 208 | Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms. |
| 209 | Providing and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 6 kg / cm2) 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 pipe - 110 mm OD |
| 210 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: |
| 211 | (i) Coupler - 110mm |
| 212 | (ii) Single pushfit Coupler - 110mm |
| 213 | (iv) Single equal tee with door - 110 x 110 x 110 mm |
| 214 | (iii) Single equal tee without door - 110 x 110 x 110 mm |
| 215 | (v) Double equal junction of required degree without door - 110 x 110 x 110 mm |
| 216 | (vi) Double equal junction of required degree with door - 110 x 110 x 110 mm |
| 217 | (vii) Bend 87.5o - 110mm |
| 218 | (viii) Plain shoe - 110 mm |
| 219 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC soil, waste & vent pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.(i) 110 mm |
| 220 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1cement: 4 coarse sand): |
| 221 | 100 mm dia. |
| 222 | SUB-HEAD : WATER SUPPLY |
| 223 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Internal work - Exposed on wall |
| 224 | 15 mm nominal outer dia .Pipes. |
| 225 | 20 mm nominal outer dia .Pipes. |
| 226 | 25 mm nominal outer dia .Pipes. |
| 227 | 40 mm nominal outer dia .Pipes. |
| 228 | 50 mm nominal outer dia .Pipes. |
| 229 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. - Concealed work including cutting chases and making good the walls etc. |
| 230 | 15 mm nominal outer dia .Pipes. |
| 231 | 20 mm nominal outer dia .Pipes. |
| 232 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. - External work |
| 233 | 40 mm nominal outer dia .Pipes. |
| 234 | 50 mm nominal outer dia .Pipes. |
| 235 | 62.50 mm nominal outer dia .Pipes. |
| 236 | 75 mm nominal outer dia .Pipes. |
| 237 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 238 | 30 cm length |
| 239 | 15 mm nominal bore |
| 240 | 20 mm nominal bore |
| 241 | 45 cm length |
| 242 | 15 mm nominal bore |
| 243 | 20 mm nominal bore |
| 244 | Providing and fixing brass bib cock of approved quality : |
| 245 | 15 mm nominal bore |
| 246 | Providing and fixing brass stop cock of approved quality : |
| 247 | 15 mm dia nominal bore |
| 248 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): |
| 249 | 25 mm nominal bore |
| 250 | 40 mm nominal bore |
| 251 | Providing and fixing gun metal non-return valve of approved quality (screwed end): |
| 252 | (i) 25 mm nominal bore - Vertical |
| 253 | (ii) 40 mm nominal bore - Vertical |
| 254 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 255 | Constructing masonry Chamber 30x30x50 cm, inside , in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : |
| 256 | With Second Class bricks |
| 257 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: |
| 258 | 100 mm diameter |
| 259 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms. |
| 260 | Providing and fixing SS grabbars set for accessible toilets comprising of 4 No. Grabbars as specified:(1 NO. wing grabbar + 1 NO. Lshaped grabbar + 2 No. straight grabbars= 1 typical set)a) Swing grabbar (1 NO) Providing a S.S.304 SWING HANDICAP GRABBAR-700mm and of DIA:32MM and thickness 1.5 mm of the roved brand and make.b) L shaped grabbar (1 NO) Providing S.S304 LSHAPED DISABLED GRABBAR of SIZE-600MM (H)X600MM(D) and 32MM DIA and thickness 1.5mm of the approved brand and make.c) Straight grabbar (2 NO) Providing S.S.304 GRAB RAIL (600 MM), 32MM DIA and thickness 1.5mm of the approved brand and make. |
| 261 | SUB HEAD : SEWAGE AND DRAINAGE WORKS |
| 262 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : |
| 263 | 150 mm diameter |
| 264 | Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: |
| 265 | 150 mm diameter S.W, pipe |
| 266 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 267 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 268 | Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : |
| 269 | Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item no 20.330 complete as per standard design : |
| 270 | For 500x700 mm size |
| 271 | SUB HEAD : MISCELLANEOUS WORKS |
| 272 | Executive Desk with Return Unit, Size: 2100 (W) x 2250 (D)x 750 (H) mm |
| 273 | Executive revolving Chair |
| 274 | Supplying, fitting, fixing, and installation of seat along with all accessories as per direction of Engineer in charge. The seat sub-assembly is made up of 1.2±0.1 cm Thk Plywood, upholstered with polyester fabric over moulded foam and covered with an injection-moulded polypropylene outer cover. The seat can be manually tipped-up when not in use. The back sub-assembly is made up of injection moulded gas filled polypropylene inner up hoistered with polyester fabric over moulded foam and covered with injection-moulded polypropylene outer cover. Both these sub-assemblies are fixed to the tubular structure. BACK SIZE: 46.3 cm(W) x 59.0 cm (H), SEAT SIZE: 47.0 cm (W) x 49.5 cm (D). 2) TUBULAR FRAME STRUCTURE (I FRAME): The under structure is made of two straight I-leg of Ø3.81±0.03 cm x 10.2±0.016 cm THK M.S.E.R.W |
| 275 | round tube and is fixed with the seat support assembly using M8x15 INT. SOC HD M/C Screw 197 QTY-2 NOS on each side. The seat support assembly is made of a straight and bent tube of 02.22±0.03 cm x 0.25± 0.016 THK M.S.E.R.W. round tube with 5mm thk mounts at both ends. The Seat assembly is pivoted on this assembly. The Back assembly is mounted on a 3.15mm thick Armrest bracket. The I Frame structure is grouted using 4 Anchor Bolts on a 5mm thick bottom plate which is welded to the upper frame structure. The Anchor Bolts are covered using 2 PP Foundation Bolt Cover which are fitted together on each leg. The frame is used for straight layout typically. 3) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam is moulded with density = 45±2 kg/m3 and hardness load for seat 16±2 kgf and hardness load for back 14±2 kgf as per IS:7888 for 25% compression. 4) ARMREST: The armrest is made of Injection-moulded PP compound. The armrest is mounted on a 3.15 thick HR sheet which is welded on the tubular frame. 5) POWDER COATING: Steel components |
| 276 | Installation of submerssible pump with motor upto depth of 100 ft by GI pipe (conforming to IS: 1239 medium class) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer electrical connection with main switch/starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge.iv. 15000/20000 GPH capacity with 125 mm dia GI pipe & 12 mm thick GI flange Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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