Tender For External Structural Repair, External Painting And Repairing Of Water Supply & Sanitary System Of Te Building At Nayagarh.
Tender Value
6.64 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
10 days left
EMD
13300
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for External Structural Repair, External Painting And Repairing Of Water Supply & Sanitary System Of Te Building At Nayagarh.
BOQ
| Sl. No. | Item Description |
| 1 | Sub-Head : Earth Work |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. |
| 4 | Sub-Head : Concrete Work |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 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) |
| 7 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Sub-Head : Reinforced Cement Concrete |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 13 | Suspended floors, roofs, landings, balconies and access platform |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 19 | Sub-Head : Masonry Work |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Sub-Head : Wood and P.V.C. Work |
| 23 | 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 : |
| 24 | 250x16 mm |
| 25 | 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 : |
| 26 | 250x10 mm |
| 27 | 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 : |
| 28 | 100 mm |
| 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 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 Engineer-in-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 30mm 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. |
| 31 | 30 mm thick plain PVC door shutters. |
| 32 | Sub-Head : Steel Work |
| 33 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 35 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : |
| 36 | 4.0 mm thick glass panes. |
| 37 | Sub-Head : Flooring |
| 38 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 39 | 40 mm thick with 20 mm nominal size stone aggregate |
| 40 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 41 | 18 mm thick. |
| 42 | Sub-Head : Roofing |
| 43 | Providing and fixing on wall face 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, (i) Single socketed pipes. |
| 44 | (i)Single socketed pipes. |
| 45 | 75 mm diameter |
| 46 | 110 mm diameter |
| 47 | Sub-Head : Finishing |
| 48 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 49 | 1:4 (1 cement: 4 fine sand) |
| 50 | 12 mm cement plaster of mix : |
| 51 | 1:4 (1 cement: 4 coarse sand) |
| 52 | 1:6 (1 cement: 6 coarse sand) |
| 53 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 54 | 1:6 (1 cement: 6 coarse sand) |
| 55 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 56 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 58 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 59 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 61 | One or more coats on old work. |
| 62 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 63 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 64 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 65 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 66 | Sub-Head : Repairs to Buildings |
| 67 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. |
| 68 | Orissa pattern W.C Pan of size 580x440 mm |
| 69 | 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. |
| 70 | (a) Internal Work- Exposed on wall |
| 71 | Sub-Head : Dismantling and Demolishing |
| 72 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 73 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 74 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 75 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 76 | In cement mortar |
| 77 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 78 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 79 | Sub-Head : Sanitary Installations |
| 80 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 81 | 10 litre capacity - White |
| 82 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 83 | Semi rigid pipe |
| 84 | 32 mm dia |
| 85 | Sub-Head : Water Supply |
| 86 | 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 |
| 87 | 15 mm nominal outer dia. Pipes. |
| 88 | 25 mm nominal outer dia. Pipes. |
| 89 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 90 | 30 cm length |
| 91 | 15 mm nominal bore |
| 92 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 93 | 15 mm nominal bore, 122 mm long. Weighing not less than 99 gms. |
| 94 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 95 | 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 96 | Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40 gms. |
| 97 | Sub-Head : Water Proofing |
| 98 | Grading roof for water proofing treatment with |
| 99 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 100 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 101 | Sub-Head : NEW TECHNOLOGIES AND MATERIALS |
| 102 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. |
| 103 | 50 mm average thickness |
| 104 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 105 | Bars above 12 mm diameter |
| 106 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 107 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 108 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/ reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. |
| 109 | Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. |
| 110 | (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) |
| 111 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 112 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) |
| 113 | Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. |
| 114 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 115 | Sub-Head : MARKET RATED ITEMS |
| 116 | Removing trees and plants from roof and walls at any height by applying chemical /acid locally i/c uprooting the same and then i/c making good the damages in the wall/roof/chaja with Cement Plaster/CC1:2:4 as needed all complete as per direction and upto satisfaction of Engineer-in-Charge. |
| 117 | Providing & erecting single scaffolding system on the external side of building upto three storey height made of best quality bamboo ballies @ 1.5 m centre to centre in both directions including bracing & stiffening as required. |
| 118 | Shifting and re-fixing of scaffolding materials for removing trees from the external walls and roofs beyond 1st floor level of Tech. Bldg./SQ Bldg. up to height about 10.00 mtr.as per the direction of E-I-C. |
| 119 | Credit for taking into possession unserviceable dismantled GI / CI pipes & fittings |
| 120 | Supplying & engaging unskilled labour such as Beldar / Coolie / Sweeper etc along with required T&P for cleaning of roof terrace, chajja, rainwater pipe mouth, drain, cutting of bushes & cleaning of floors & walls of rooms, cleaning of toilets etc as per necessity & as per direction and upto satisfaction of Engineer-in-charge. |
| 121 | Cleaning and polishing old terrazo (marble chips) flooring and skirting by grinding / rubbing with machine fitted with fine grit blocks,No-120, for 1st grinding & No-320, for 2nd grinding to get even & smooth surface without pin holes. The surface shall be watered and ground evenly while polishing in every cycle. After 1st grinding, the surface shall be thoroughly washed to remove all grinding mud and covered with a grout of white cement and colouring matter in the same mix and proportion as the topping in order to fill any pin holes that appear. The surface shall be allowed to dry & cure adequately before 2nd & final grinding. The finished surface should show the marble chips evenly exposed.Where use of machine for polishing is not feasible or possible, rubbing and polishing shall be done by hand in the same manner as specified for machine polishing except that carborundum stone of Grade-80 shall be used for 1st rubbing & stone of fine grade (No-120) for final rubbing & polishing. After final polish either by machine or hand, oxalic acid shall be dusted over the surface @ 33 gm per square metre sprinkled with water and rubbed hard with a pad of woolen rags. The following day, the floor shall be wiped with a moist rag and dried with a soft cloth and finished clean. Finally, wax polish of approved brand and manufacture shall be applied in uniform layer to the dry surface of flooring / skirting. When the layer of wax is stiffened and surface of floor is saturated with polish, polishing shall be resorted with machine fitted with pad of rags and shall be done until shades of all chips have appeared and glossy surface is obtained. Surplus wax, if any, shall be sucked suitably. The rate is for all the operations described above and net exposed area of the surface polished shall be measured for payment. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender