Tender For Proposed Construction Of New (G+2) Building Of Tripura Space Applications Centre At Pandit Nehru Complex, Gurkhabasti, Tripura /Sh: Building Portion Including Sanitary Installation And Water Supply.
Tender Value
2.44 Crore
Estimated cost
Bid Submission
12 Nov 2026
6 days left
EMD
4.88 Lakhs
Bank guarantee accepted
Document Fee
8000
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 Proposed Construction Of New (G+2) Building Of Tripura Space Applications Centre At Pandit Nehru Complex, Gurkhabasti, Tripura /Sh: Building Portion Including Sanitary Installation And Water Supply.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Oct-2026 | CORRIGENDUM | Other | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | (A) S.H. EARTH WORK Clearing jungle including uprooting of rank vegetation,grass,brush wood,trees, and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 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. - All kinds of soil |
| 3 | 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. -All kinds of soil |
| 4 | 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. All kinds of soil |
| 5 | Excavating,supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches,plinth, sides of foundation etc complete. -All kinds of soil |
| 6 | 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. |
| 7 | Supplying chemical emulsion in sealed containers including delivery as specified.(i) Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 8 | 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:(i) With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 9 | (B) S.H. CONCRETE WORK Providing and Laying in position cement concrete of specified grade excluding the cost of centring and shuttering- A). All work upto plinth level: (i) 1:4: 8 (1 cement :4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size). |
| 10 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 11 | 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. |
| 12 | (C) S.H. REINFORCED CEMENT CONCRETE WORK 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:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | 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- (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size ) |
| 14 | 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- (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | 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 (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 16 | Centering shuttering including struttings, propping etc. and removal of form work for: (i) Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 17 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 18 | iii) Suspended floors, roofs, landings, balconies and accessplatform with timber planks |
| 19 | iv) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 20 | v) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 21 | vi) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 22 | vii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 23 | viii) Stairs (excluding landings) except spiral-staircases with wooden plank |
| 24 | ix) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 25 | x) Edges of slabs and breaks in floors and walls above 20 cm. wide |
| 26 | xi) Weather shade, Chajjas, corbels etc., including edges. |
| 27 | 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 ( i) 40 mm thick |
| 28 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complet upto plinth level. (i) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (i) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | (D) S.H. BRICK WORK First class brick work in foundation and plinth including cost of all materials as required complete: (i) In cement mortar 1:6 ( 1 cement : 6 fine sand ) |
| 31 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- (i) In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 32 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete: (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 33 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 34 | (E) WOOD & PVC WORK 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. (i) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 35 | 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. (i) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 36 | 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. (i) Local Teak Wood 16 mm thick |
| 37 | 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. (i) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 38 | Providing and fixing chromium plated brass handles with necessary screws etc. (i) 125 mm complete: |
| 39 | ii) 75 mm |
| 40 | 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 : (i) 300x10 mm |
| 41 | ii) 100x10 mm |
| 42 | Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete (i) 300×16 mm |
| 43 | Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws. |
| 44 | Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). |
| 45 | (F) STEEL WORK 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. |
| 46 | Supplying and fixing rolling shutters of approved make,made of required size M.S. laths interlocked together through their entire length and jointed together at theend by end locks mounted on specially designed pipeshaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixingnecessary 275mm long wire springs grade No.2 and M.S.top cover of required thickness for rolling shutters &with handles, hold fast including embedding in cement concrete of required grade required for fixing in position,all necessary fittings, including applying of approved steel primer etc. complete as required:- 80xl.25mm M.S. laths with 1.25 mm thick top cover. |
| 47 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 48 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.(i) Fixing with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 river sand : 6 graded stone aggregate 20 mm nominal size) |
| 49 | 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. |
| 50 | 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.). |
| 51 | (G) S.H. FLOORING WORK Providing and fixing chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm, laid on floors, footpath & courtyard on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete.(i) Dark shade pigment using ordinary cement |
| 52 | 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 complete A) 14 mm thick Marble stone (i) Raj Nagar plain marble |
| 53 | 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 complete. (i) Kota stone slab 25mm thick |
| 54 | 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-inchargein skirting, risers of steps and dados, laid over 12mm 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. i)450 mm X 300 mm in all shades and design |
| 55 | Providing and laying 1st class quality ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 -2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with greycement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. all complete as per direction of the Engineer in-charge.i)Mat Finish Tiles/ Anti-skid Tiles/ Glossy Tiles. A) 300 mm x 300 mm in all shades and designs. |
| 56 | Providing and laying 1st class quality vitrified floor tiles in diffirent 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 20 mm 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. (a) Glazed Vitrified Tiles - Full Body (Glossy/Mat Finish/Antiskid) (i) Size of tile 600 mm x 600 mm |
| 57 | Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 fine sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete including rubbing, curing etc. complete at all levels as required:-8 mm thick Granite of any colour and shade duly approved - |
| 58 | (H) S.H. ROOFING WORK Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2mm thick flat |
| 59 | (I) S.H. FINISHING WORK 12 mm cement plaster of mix (i) In cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 60 | 15 mm cement plaster on the rough side of single or half brick wall of mix.(i) In cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 61 | 6 mm cement plaster of mix. (i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 62 | 12 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 63 | Neat cement punning. |
| 64 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 65 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable primingcoat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 66 | Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : (i) With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 67 | ii) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 68 | 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 |
| 69 | (J) ALUMINIUM WORK & STRUCTURAL GLAZING 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) :- (A) For fixed portion of approved quality:- (i) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 70 | B) 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 ):- (i) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 71 | 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) :- (A) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) |
| 72 | (K) S.H. WATER PROOFING WORK Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with :(i) Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 73 | 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. (a) 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 withpolymer mixed slurry. |
| 74 | (L) S.H. SANITARY INSTALLATION 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 : (i) White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 75 | 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 : (i) W.C. pan with ISI marked white solid plastic seat and lid |
| 76 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe |
| 77 | Providing and Fixing white vitreous china flat back or wall corner type lipped front urinal basin of430x260x350mm and 340x410x265mm sizesrespectively with automatic flushing cistern withstandard flush pipe and C.P. brass spreaders withbrass unions and G.I clamps complete, includingpainting of fittings and brackets, cutting and makinggood the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. |
| 78 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : (i) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 79 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (A) Semi rigid pipe (i) 32 mm dia. |
| 80 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 81 | 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. |
| 82 | 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. |
| 83 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved 450mm long towel rail with total length of 495mm, 78mm wide and effective height quality and colour. (i) 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. |
| 84 | 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 |
| 85 | Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent 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: (i) Single socketed pipe - 75 mm OD |
| 86 | ii) Single socketed pipe - 110 mm OD |
| 87 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, 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: (A) Coupler (i) 75 mm |
| 88 | ii) 110 mm |
| 89 | B) Single equal tee with door (i) 75x75x75 mm |
| 90 | ii) 110x110x110 mm |
| 91 | C) Bend 87.5° (i) 75 mm |
| 92 | ii) 110 mm |
| 93 | D) Plain shoe (i) 110 mm |
| 94 | E) Double equal junction of required degree with door (i) 75x75x75x75 mm |
| 95 | ii) 110x110x110x110 mm |
| 96 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water, 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) 75 mm |
| 97 | ii) 110mm |
| 98 | Providing and fixing to the inlet mouth of soil, waste & vent pipes pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete. (i) 100 mm |
| 99 | (M) S.H. WATER SUPPLY Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (i) 15 mm nominal bore. |
| 100 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (i) 15 mm nominal bore |
| 101 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): (i) 25 mm nominal bore |
| 102 | ii) 32 mm nominal bore |
| 103 | iii) 40 mm nominal bore |
| 104 | Providing and fixing G.I pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including making good the walls/floor etc. concealed pipe including painting two coats or more with anticorrosive bitumastic paint, cutting chases and making good the same complete as per CPWD specification and direction of the Engineer - in - charge. (i) 15 mm dia nominal bore |
| 105 | ii) 20 mm dia nominal bore |
| 106 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge. External work (i) 25 mm dia. nominal bore |
| 107 | ii) 32 mm dia. nominal bore |
| 108 | iii) 40 mm dia. nominal bore |
| 109 | Providing and fixing brass stop cock of approved quality : (i) 15 mm nominal bore |
| 110 | ii) 20 mm nominal bore |
| 111 | Providing and fixing uplasticised PVC connection pipe with brass unions : (A) 45 cm length (i) 15 mm nominal bore |
| 112 | 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. |
| 113 | (N) S.H. SEWAGE AND DRAINAGE Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1cement : 4 fine sand) C.I. cover with frame (lightduty) 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 (1cement :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 : (i) Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : |
| 114 | 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. |
| 115 | (O) Small bore deep tube well Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags/ samples boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer-In-Charge. (i) 100 mm dia |
| 116 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means disposal of excess sail or mud, including the cost for water etc. as required to maintain the bore hole properly as per direction of the Engineer-In-Charge (i) From 100 mm dia pilot hole to 300 mm bore hole. |
| 117 | Providing and lowering of UPVC pipe as per IS 12618 after washing of the hole by manual means as per specification and direction of the Engineer-In-Charge.(A) CM casing pipe (i) 100 mm dia |
| 118 | B) RS pipe (i) 100 mm dia |
| 119 | Providing and fixing of UPVC end cap/ well cap suitable for UPVC CM casing or CS casing or RS pipes as per specification and direction of the Engineer In Charge. (i) 100 mm dia |
| 120 | Providing & Shrouding of deep tube well assembly with washed pea gravels (2.0 - 4.75mm effective size) as per specification (IS: 4097) and direction of the Engineer - In- Charge (i) pea gravels obtained from Durgapur, west Bengal |
| 121 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of engineer in charge. |
| 122 | Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer in charge. (a) 40 mm dia |
| 123 | Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.(i) 2.5 Sqmm |
| 124 | Supplying & installation of water libricated Submersible pump having ISI marked capacity 1000 GPH at total head upto 60mtr cuple with submersible motor 2 HP suitable for 240 voltas (+10% variation single phase 50HP AC supply DOL starting method to run at 2880 RPM along with 35 mtr 2.5 Sqm pvc insulated 3(three) core flat copper cables including fitting fixing and lowering it with 40 mm dia G.I pipe upto 100 Ft (30.00 mtr) etc complete as per direction of the Engg In Charge .(40 mm GI pipe and fittings will be paid separately). Supplying and Installation of water lubricated submersible pump having ISI mark of capacity, 1000GPH at total head upto 60 mtr cuple with submersible motor 2HP suitable for 240 Volts (+10% variation single phase 50HP AC supply DOL starting method to run at 2880 RPM along with 35 mtr 2.5 sqm PVC insulated 3(Three) core flate copper calbes including fitting fixing and lowering it with 40 mm dia G.I pipe up to 100 Ft. (30.00mtr) etc. complete as per direction of the Engineer - In - Charge (40 mm dia G.I. pipe and fittings will be paid separately. |
| 125 | Providing & fixing GI pipe medium class as per IS: 1239 with latest amendament complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter-20 of CPWD Specification and as per direction of the Engineer in charge.(A) External work (i) 40 mm dia nominal bore |
| 126 | Supplying and fitting fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay, capacitor, voltsmeter &Ampsmeter of BCH / L&T mark with necessary copper wire etc. complete as per direction of the Engineer in charge. |
| 127 | Providing and fitting fixing of safety wire for submersible pump motor as per direction of the engineer in charge. |
| 128 | Providing and fixing 2 HP single Phase monoblock pump set (pump & motor) ISI marked and approved quality (Crompton greaves or equivalent) including electric installation by providing delta starter etc. with necessary connection with delivery and suction line complete as per direction of the engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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