Tender For Repairing And Renovation Of Office Building At Site Govindpur (Nh-5) And Balimundali Under Subarnarekha Sub-Division, Cwc, Balasore (Odisha).
Tender Value
7.50 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
10 days left
EMD
15000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baleshwar → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing And Renovation Of Office Building At Site Govindpur (Nh-5) And Balimundali Under Subarnarekha Sub-Division, Cwc, Balasore (Odisha).
BOQ
| Sl. No. | Item Description |
| 1 | A. Reparing and renovation of office building at site Govindpur |
| 2 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:Asbestos Cement sheet |
| 3 | 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, 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.1.00 mm thick with zinc coating not less than 275 gm/m2. |
| 4 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. |
| 5 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks |
| 6 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 7 | Dismantling old plaster or skirting raking out joints and cleaning the surfacefor plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 8 | 12 mm cement plaster of mix :(1 cement: 4 fine sand) |
| 9 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 10 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 11 | Removal of existing paint / coating from wooden and steel surfaces (any number of layers), by manual scraping / wire-brushing / sanding . All loose flakes, rust, dust, grease, smoke residues, surface irregularities to be removed. Surface to be cleaned, washed (for wood surfaces), dried, prepared, and made ready for fresh priming/painting. Waste material to be properly disposed off. |
| 12 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 13 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 14 | Repair and painting of existing steel main gate, including cutting and removal of rusted/deteriorated steel members at the bottom portion, providing and fixing new mild steel sections of matching size and thickness, welding, grinding, straightening, proper alignment of gate leaves, and making the gate functional.(Large gate@ 4.37m*1.56m & Small gate@ 1.16m*1.56) |
| 15 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. All kinds of Soil |
| 16 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level by 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 22 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level by TMT bars of grade Fe-500D or more. = (0.8% of RCC x 78.5X100) Kg |
| 25 | 20 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 26 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 27 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 28 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for multi modals location, laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 29 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer’s specification and direction of Engineerin-Charge. |
| 30 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing by 30 mm thick plain PVC door shutters. |
| 31 | Construction Soak Pit 1.20*1.20*1.20 m filled with brick bats including S.w. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 32 | 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, including flush pipe, 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 : W.C. pan with ISI marked white solid plastic seat and lid. |
| 33 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. Of quality and make as approved by Engineer - in - charge. |
| 34 | 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: White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap |
| 35 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete with Flexible pipe 32 mm dia |
| 36 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm |
| 37 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 38 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms |
| 39 | Providing and fixing vent pipes 100 mm dia PVC S&S pipe as per IS: 1729 along with vent cowl |
| 40 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore |
| 41 | Providing, laying and jointing 110 MM S.W.R PVC pipe with adequate sloping Including all Items complete in all respect for connection (Underground )from latrine to septic tank including trenching, refilling & testing of joints complete as per direction of Engineer in Charge (Approx. 30m, 110mm dia Pipe under ground ) |
| 42 | Providing, laying and jointing 110 MM S.W.R PVC pipe with adequate sloping Including all Items complete in all respect for connection (under floor )from Wash Basin to Main connection including trenching, refilling & testing of joints complete as per direction of Engineer in Charge (Approx. 06m, 75mm dia Pipe) |
| 43 | 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 (40mm nominal dia pipes) |
| 44 | Electrical work including new wiring including supply of wire, requisite size of boards, swithes of approved brand, sockets (5Amp) etc complete in all respect as per the direction of Engineer-in-Charge. |
| 45 | Providing and fixing louvered window (fixed / adjustable type) made of aluminium sections, comprising outer frame and louvers, including cutting of opening, fixing in position with holdfasts / anchors, welding / bolting, sealing of joints with approved sealant, finishing, and making good the damaged plaster or masonry, complete in all respects as per approved drawing and direction of Engineer-in-Charge. (Size - 0.5*0.6 sqm) |
| 46 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 47 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 48 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 49 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 50 | Supplying at site steel plate flat 30×6 mm of required length including cutting, bending to required shape, drilling holes up to 10 mm dia, etc., complete. |
| 51 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge. Made of G.I. wire of dia 4 mm. |
| 52 | Painting of Meterological platform fencing with enamel paint including 1st coat of primer and complete as per directions of Engineer-in-charge. |
| 53 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 54 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 55 | B. Repairing and renovation of office building at site Balimundali |
| 56 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:Asbestos Cement sheet |
| 57 | 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, 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.1.00 mm thick with zinc coating not less than 275 gm/m2. |
| 58 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 59 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 60 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 61 | Providing and fixing 1mm thick M.S. sheet window with frame of 30x30x5 mm angle iron and 3mm M.S. gusset plate at thejunctions and corner, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats of 25x5mm for diagonal braces and central cross piece. |
| 62 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 63 | Dismantling old plaster or skirting raking out joints and cleaning the surfacefor plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 64 | 12 mm cement plaster of mix :(1 cement: 4 fine sand) |
| 65 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 66 | Removing the existing M.S./iron ventilator carefully without damaging the surrounding masonry, including dismantling of frame and disposal of unserviceable materials as directed by the Engineer-in-Charge, and providing & fixing aluminium louvered ventilator of size 0.95 m × 0.26 m made from standard extruded aluminium sections with fixed aluminium louvers, complete with aluminium frame, stainless steel screws, suitable anchor fasteners, neoprene gasket, all necessary fittings and fixtures, including making good the disturbed plaster/masonry around the opening and sealing the joints with approved sealant, complete in all respects as directed by the Engineer-in-Charge. |
| 67 | Minor repairs to existing wooden door and windows including removal of decayed/termite-damaged portions, replacement of damaged panels, beading, cleats and other wooden members, dressing, cutting, fitting, joining, planing, plugging, tightening of joints, refixing of shutters, providing all labour, T&P, screws, nails, adhesive, consumables and all other incidental materials required for the work, complete in all respects as directed by the Engineer-in-Charge. (Cost of timber shall be excluded .) (Payment on Lump Sum basis). |
| 68 | Repairing damaged cement concrete/IPS floor in patches up to 25 mm thick, including cutting the damaged portion to regular shape, removing loose material, cleaning, applying cement slurry/bonding coat, laying cement mortar (1:3) of required thickness, finishing flush with the existing floor, curing and disposal of debris, complete. |
| 69 | Providing reinforced by organic fibres and/or inorganic synthetic fibrescement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to anypitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses),including cutting sheets to size and shape wherever required. |
| 70 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes (Size 40*40*2.6 mm) Wt. 3.266 kg per meter Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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