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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.5 LAccepted-AOC | ₹55.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹58.3 LRejected-AOC KANCHANBARAI KUMARGHAT UNAKOTI TRIPURA | UNAKOTI | TRIPURA | 799263 | ₹58.3 L | L2 | Rejected-AOC L2 |
Updated dates
Tender Value
₹55.5 L
EMD Value
₹1.1 L
Closing Date
20 Dec 2025, 3:00 pmClosed
EE
Executive Engineer, LTV Division,PWD(RnB),Manu Dhalai Tripura
Dismantling and demolishing work, earth work, cement concrete, RCC, Roofing, repairs to building, wood and PVC , water supply , sanitary installation, steel , finishing, flooring, aluminium and Structural glazing work etc.
2025_CEPWD_68335_1
34/DNIT/SE-V/AMB/2025-26
Open Tender
Civil Works - Building
90 days
Manikpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,000
₹1.1 L
8 Jun 2026
15 Dec 2025
20 Dec 2025
15 Dec 2025
20 Dec 2025
15 Dec 2025
14.7 Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- 14.7.3 In cement mortar.
14.2 Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- 14.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).
14.9 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 14.9.1 Of area 3 sqm and below.
14.11 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 14.11.1 Of sectional area 40 sq cm and below.
14.20 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.20.1 For thickness of tiles 10 mm to 25 mm.
13.9 Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge.
13.10 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. 13.10.1 Internal Work- Exposed on wall.
14.32 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
2.13 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.
2.16 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.
2.19 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.
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.5 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size).
5.1 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: 5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) .
5.19 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.20 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more.
6.1 First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.2 In cement mortar 1:3 ( 1 cement : 3 fine sand ).
6.10 Half brick masonry work with first class bricks infoundation and plinth including cost of all materials asrequired complete:- .6.10.2 In cement mortar 1:3 ( 1 cement : 3 fine sand ).
11.1 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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 etc. complete as per direction of Engineer-in-charge. 11.1.2 0.63mm thick with zinc coating not less than 275gm/m2
13.30 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer in charge:- 13.30.2 With cement mortar 1:4 ( 1 cement : 4 fine sand ).
13.33 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.35 Distempering with 1st quality washable acrylic distemper of approved brand and manufacture and of required shade on old work ( one or more coats ), to give an even shade as required complete as per direction of the Engineer in charge.
13.40 Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.
45.30 Painting on wood work with oil type wood preservative ( one or more coats ) of approved brand and manufacture on old work including preparation of surface as required complete as per direction of the Engineer in charge.
13.52 Painting with synthetic enamel paint (one or more coats ) of required colour of approved brand and manufacture on old work to give an even shade including preparation of surface as required complete as per direction of the Engineer in charge.
13.7 Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge.
8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : 8.1.3 Local Teak Wood.
8.19 Providing and fixing ISI marked flush door shuttersconforming to IS: 2202 (Part I) non-decorative type,core of block board construction with frame of 1stclass hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands andface veeners on both faces of shutters. 8.19.1 35 mm thick including ISI marked Stainless Steel butthinges with necessary screws.
8.5 Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. 8.5.1 Local Teak wood 8.5.1.1 35 mm thick shutters 8.5.1.2 30 mm thick shutters.
8.121 Providing and fixing 28 mm thick door shutter madeof solid PVC foam profile with homogenous finecellular structure having smooth outer integral skinhaving 71mm width & 28mm thick as vertical &horizontal styles. Joints are made using solventadhesive and GI ‘C sections (39mm x 19mm x 0.6mmthick) or M S pipe (40mm x 20mm ) stiffener frameinsert & telescopic polymeric ‘L’ corners .The panelshall be filled with 3mm thick high - pressurecompactlaminate as per manufacturer’sspecifications and directions of the Engineer-incharge,cover moulding shall be provided forcovering fixing screws and elegant look.( for W.C.bathroom door shutter).
8.94 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 : 8.94.1 300x16 mm.
8.94 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 : 8.94.1 300x16 mm.
8.98 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 : 8.98.1 125 mm.
19.7 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 19.7.1 15 mm nominal outer dia .Pipes.
19.7.2 20 mm nominal outer dia pipes
19.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 19.17.1 25 mm nominal bore.
19.17.3 40 mm nominal bore
19.16 Providing and fixing brass stop cock of approved quality : 19.16.1 15 mm nominal bore
19.16.2 20 mm nominal bore
19.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 19.19.1 25 mm nominal 19.19.1.2 Vertical
19.19.3 40 mm nominal bore 19.19.3.2 Vertical
19.15 Providing and fixing brass bib cock of approved quality : 19.15.1 15 mm nominal bore.
19.15 Providing and fixing brass bib cock of approved quality : 19.15.1 15 mm nominal bore
18.1 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 : 18.1.1 White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
18.4 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 : 18.4.3 Range of three urinal basins with10 litre white P.V.C. automatic flushing cistern.
18.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: 18.25.1 Flat back wash basin of size 630x450mm. 18.25.2 Flat back wash basin of size 550x400mm.
18.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 18.28.1 Semi rigid pipe 18.28.1.1 32 mm dia
18.73 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. 18.73.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms.
11.55 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 etc. complete as per direction of Engineer-in-charge : 11.55.2 Single socketed pipe - 110 mm OD
11.56 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 : 11.56.1 Coupler 11.56.1.2 110 mm.
11.56.2 Single pushfit Coupler 11.56.2.2 110 mm
11.56.3 Single equal tee without door 11.56.3.2 110x110x110mm
11.56.4 Single equal tee with door 11.56.4.2 110x110x110mm
11.56.5 Bend 87.5° 11.56.5.2 110mm
11.56.6 Plain shoe 11.56.6.1 75mm 11.56.6.2 110mm
11.57 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water 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 as per direction of Engineer-in-charge. 11.57.2 110mm
19.48 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.
9.2 Providing structural steel work riveted, bolted or weldedin built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying apriming coat of approved steel primer all complete as required.
12.1 12 mm cement plaster of mix 12.1.1 Cement mortar 1:3 (1 cement : 3 fine sand)
12.9 6 mm cement plaster of mix : 12.9.1 Cement mortar 1:3 (1 cement : 3 fine sand)
12.10 Neat cement punning.
12.41 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] : 12.41.1 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).
12.35 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] : 12.35.1 New work ( two or more coats) over and including water thinnable priming coat with cement primer.
10.42 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 mortar1:4 (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 asper direction of the Engineer-in-charge.10.42.3Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid) 10.42.3.1 Size of tile 600 mm x 600 mm
10.40 Providing and fixing 1st class quality ceramic glazed walltiles conforming to IS : 15622 - 2017 (thickness to bespecified by the manufacturer) of approved make in allcolours, 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 finesand) jointed with ordinary cement slurry includingpointing with white cement mixed with pigment ofmatching shade etc. all complete as per direction of theEngineer in-charge. 10.40.1 450 mm X 300 mm in all shades and design
10.25 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 etc. all complete as per direction of Engineer-in-charge. 10.25.2 Dark shade pigment using ordinary cement
4.17 Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3 fine sand : 6 graded wellburnt brick aggregate 20 mm nominal size) over75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted with finesand including finishing the top smooth.
17.14 Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : 17.14.1 Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
16.1 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) :- 16.1.2 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 ): 16.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
16.3 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) : 16.3.1 With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) 16.3.2 With float glass panes of 5.5 mm thickness ( weight not less than 13.75 kg / sqm )
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