Tender For Establishment Of Homeopathic Medical College & Hospital At The Nss Homeo Hospital Complex, Renters Colony, Agartala, West Tripura/Construction Of Academic And Hospital Building (Lg+G+3 Storeys), Including Civil Works, Internal Water Supply
Tender Value
60.37 Crore
Estimated cost
Bid Submission
27 Nov 2026
25 days left
EMD
1.20 Crore
Bank guarantee accepted
Document Fee
20000
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 Establishment Of Homeopathic Medical College & Hospital At The Nss Homeo Hospital Complex, Renters Colony, Agartala, West Tripura/Construction Of Academic And Hospital Building (Lg+G+3 Storeys), Including Civil Works, Internal Water Supply And Sanitary Installations, Sewage And Drainage Works, Internal Electrification, Fire Fighting And Fire Protection Systems, Medical Gas Pipeline System, Lifts, Hvac Works And All Other Associated Works.
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : EARTH WORK |
| 2 | 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. |
| 3 | All kinds of soil |
| 4 | 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. |
| 5 | All kinds of soil |
| 6 | 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. |
| 7 | All kinds of soil |
| 8 | Extra for additional lift of 1.5m or part thereof. |
| 9 | All kinds of soil |
| 10 | 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. |
| 11 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 12 | Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 13 | 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): |
| 14 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. |
| 15 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 16 | 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: |
| 17 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.Note: For ANTI TERMITE TREATMENTThe work will be carried out as per IS: 6313 [Latest Revision]. Under the Insecticides Rule 1971: 10(3A) any person who desires to undertake pest control operations will be a Licence holder.The agency must complying with all safety health and welfare regulations, appertaining to staff and work people employed on the site.Keeping the site free from debris arising from the works during the work and leave the site free from debris on completion of work to the satisfaction of the Owner. The agency shall give a 3-year service guarntee in writing supplemented by a seperate and unilateral guarantee from the specialised agency for the job to keep the building free of termites for the specified period at no extra cost of the Owner. |
| 18 | The work [Item No. 8] will be carried out as per IS: 6313 [Latest Revision].Under the Insecticides Rule 1971: 10(3A) any person who desires to undertake pest control operations will be a Licence holder.The agency must complying with all safety health and welfare regulations, appertaining to staff and work people employed on the site.Keeping the site free from debris arising from the works during the work and leave the site free from debris on completion of work to the satisfaction of the Owner.The agency shall give a 3-year service guarntee in writing supplemented by a seperate and unilateral guarantee from the specialised agency for the job to keep the building free of termites for the specified period at no extra cost of the Owner. |
| 19 | SUB-HEAD : CEMENT CONCRETE WORK |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -'-All work upto plinth level: |
| 21 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 22 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 23 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 25 | Foundations, footings, bases for columns. |
| 26 | 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. |
| 27 | SUB-HEAD : RCC WORK |
| 28 | 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: |
| 29 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 30 | 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- |
| 31 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 32 | 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- |
| 33 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 34 | 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 |
| 35 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 36 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 38 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 40 | 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 |
| 41 | 50 mm thick |
| 42 | 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). |
| 43 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 44 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 45 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 46 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 47 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 48 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 49 | Stairs (excluding landings) except spiral-staircases with wooden plank |
| 50 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. |
| 51 | Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 52 | Weather shade, Chajjas, corbels etc., including edges. |
| 53 | Smooth finishing of the exposed surface of R.C.C. work with 6mm thick cement mortar 1:3 (1 Cement: 3 fine sand) |
| 54 | Providing and fixing Galvanized chicken mesh (24 guage, 12 mm size) properly stretched and nailed ensuring equal thickness of plaster at junction of masonry work and concrete members. |
| 55 | Providing and fixing in position Stainless steel Grade 304 plate- 1.0 mm thick as per design for expansion joints. |
| 56 | 300 mm wide |
| 57 | Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, 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 the direction of Engineer-in-Charge. |
| 58 | All works upto plinth level - Reinforced cement concrete grade M-30 |
| 59 | All works upto Floor five level - Reinforced cement concrete grade M-30 |
| 60 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. |
| 61 | SUB-HEAD : BRICK WORK |
| 62 | First class brick work in foundation and plinth including cost of all materials as required complete:- |
| 63 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 64 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 65 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- |
| 66 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 67 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 68 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 69 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 70 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 6th course of full 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:- |
| 71 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 72 | 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:- |
| 73 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 74 | SUB-HEAD : WOOD & PVC WORK |
| 75 | 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).Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 76 | Frame size 65 x 150 mm |
| 77 | Frame size 45 x 85 mm |
| 78 | 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. |
| 79 | Local Teak Wood 16mm. Thick |
| 80 | 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. |
| 81 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 82 | 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. |
| 83 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 84 | 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) |
| 85 | Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62 x 19 mm beading of Gamair wood. |
| 86 | 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 : |
| 87 | 300 x 16 mm |
| 88 | 250 x 16 mm |
| 89 | 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 : |
| 90 | 300 x 10 mm |
| 91 | 250 x 10 mm |
| 92 | 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 : |
| 93 | 125 mm |
| 94 | 100 mm |
| 95 | 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. |
| 96 | Single rubber stopper |
| 97 | Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. |
| 98 | 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. |
| 99 | Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. |
| 100 | Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate |
| 101 | based compound and fiber joint tape roll 50mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer's specification as per direction of Engineer-in-Charge all complete. |
| 102 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embrossed on the body / plate with double spring mechanism and door weight upto 125 kg. for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece MS sheet outer box with slide plate etc. complete as per direction of the Engineer-in-charge:- |
| 103 | With stainless steel cover plate minimum 1.25 mm thickness |
| 104 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 105 | 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) |
| 106 | Lead Lined doors |
| 107 | Providing, supplying and fixing lead-lined radiation-protective hollow metal door assembly for diagnostic X-ray room, double-leaf, overall nominal size 1800 mm × 2250 mm, complete in all respects.Providing and fixing a factory-manufactured, radiation-protective, hollow metal door assembly comprising pressed galvanised steel door frame and shutter leaves, lead lining, radiation-shielded vision panel wherever indicated in the approved drawings, and all necessary hardware, fittings, seals, anchoring arrangements and finishing, complete, from an ISO 9001:2015-certified manufacturer, such as Shakti Hormann or approved equivalent.The door assembly shall provide a minimum lead equivalence of 1.7 mm Pb, or such higher lead equivalence as specified in the approved radiation-shielding design, at the applicable diagnostic X-ray energy range.Door frame: Double-rebate pressed galvanised steel frame, nominal profile 143 × 57 mm, fabricated from minimum 1.6 mm thick galvanised steel sheet conforming to applicable standards. The frame shall be continuously lined with lead sheet of adequate thickness to achieve the specified lead equivalence. The lead lining shall extend through the full shielding zone and shall provide adequate overlap with the door-leaf lining at the jambs, head and threshold, as applicable, so that no direct radiation path is left at the interfaces. The frame shall have suitable fixing brackets, anchor fasteners and factory-prepared provisions for hardware. The frame shall be properly installed, aligned and grouted where appropriate.Door shutters: Double-skin, fully flush hollow metal shutters, nominal thickness 48 mm, fabricated from minimum 1.2 mm thick galvanised steel sheets, with rigid internal steel reinforcement and honeycomb or other approved core construction. The shutter shall incorporate continuous lead lining of adequate thickness, securely fixed and protected against displacement, to achieve the specified lead equivalence throughout the required shielding area. Lead lining shall be continuous and suitably overlapped at meeting stiles, lock edges, hinge edges and other joints. For the double-leaf arrangement, the meeting stiles shall incorporate a suitable overlapping, lead-shielded astragal or equivalent radiation-protective detail, ensuring continuity of shielding with both leaves closed. Please Enable Macros to View BoQ information |
| 108 | Providing, supplying and fixing lead-lined radiation-protective hollow metal door assembly for diagnostic X-ray room, double-leaf, overall nominal size 1800 mm × 2250 mm, complete in all respects.Providing and fixing a factory-manufactured, radiation-protective, hollow metal door assembly comprising pressed galvanised steel door frame and shutter leaves, lead lining, radiation-shielded vision panel wherever indicated in the approved drawings, and all necessary hardware, fittings, seals, anchoring arrangements and finishing, complete, from an ISO 9001:2015-certified manufacturer, such as Shakti Hormann or approved equivalent.The door assembly shall provide a minimum lead equivalence of 1.7 mm Pb, or such higher lead equivalence as specified in the approved radiation-shielding design, at the applicable diagnostic X-ray energy range.Door frame: Double-rebate pressed galvanised steel frame, nominal profile 143 × 57 mm, fabricated from minimum 1.6 mm thick galvanised steel sheet conforming to applicable standards. The frame shall be continuously lined with lead sheet of adequate thickness to achieve the specified lead equivalence. The lead lining shall extend through the full shielding zone and shall provide adequate overlap with the door-leaf lining at the jambs, head and threshold, as applicable, so that no direct radiation path is left at the interfaces. The frame shall have suitable fixing brackets, anchor fasteners and factory-prepared provisions for hardware. The frame shall be properly installed, aligned and grouted where appropriate.Door shutters: Double-skin, fully flush hollow metal shutters, nominal thickness 48 mm, fabricated from minimum 1.2 mm thick galvanised steel sheets, with rigid internal steel reinforcement and honeycomb or other approved core construction. The shutter shall incorporate continuous lead lining of adequate thickness, securely fixed and protected against displacement, to achieve the specified lead equivalence throughout the required shielding area. Lead lining shall be continuous and suitably overlapped at meeting stiles, lock edges, hinge edges and other joints. For the double-leaf arrangement, the meeting stiles shall incorporate a suitable overlapping, lead-shielded astragal or equivalent radiation-protective detail, ensuring continuity of shielding with both leaves closed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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