Tender For Repair And Masintenance Activities In Quarter No.Ii/Mw/A-2, Ii/Mw/A-1,8/B/Ty-Ii,Qtr 56 And No. 9/B In Bsnl Lichubagan Quarter Complex Premises,Agartala( Tripura Ba )
Tender Value
3.78 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
3 days left
EMD
7568
Bank guarantee accepted
Document Fee
590
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 Repair And Masintenance Activities In Quarter No.Ii/Mw/A-2, Ii/Mw/A-1,8/B/Ty-Ii,Qtr 56 And No. 9/B In Bsnl Lichubagan Quarter Complex Premises,Agartala( Tripura Ba )
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 3 | a) Beyond 30 cm girth up to and including 60 cm girth |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | a) 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) |
| 6 | b ) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 8 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in : |
| 10 | a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). |
| 12 | a) Seasoned hard wood |
| 13 | 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 veneers on both faces of shutters: a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 14 | 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 : |
| 15 | a) 300x16 mm |
| 16 | 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 : |
| 17 | a) 250x10 mm |
| 18 | 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 : |
| 19 | a) 100 mm |
| 20 | 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. |
| 21 | Providing and fixing to existing door frames. |
| 22 | a) 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 23 | Providing and fixing in wall lining medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. |
| 24 | a ) 12 mm thick. |
| 25 | Providing and fixing on wall face unplasticised Rigid PVC rain water/SW pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, |
| 26 | (i)Single socketed pipes. |
| 27 | a) 100 mm diameter |
| 28 | 12 mm cement plaster of mix : |
| 29 | a) 1:4 (1 cement: 4 fine sand) |
| 30 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 31 | a ) 1:4 (1 cement: 4 fine sand) |
| 32 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 33 | a) Two or more coats on new work. |
| 34 | 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 directions of Engineer-In-Charge. |
| 35 | a)With cement mortar 1:4 (1 cement : 4 fine sand). |
| 36 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 37 | a) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 38 | Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 39 | Cleaning of chocked sewer line by mannual diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
| 40 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 41 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 42 | a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 43 | 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.. |
| 44 | a ) In cement mortar |
| 45 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 46 | a ) Of area 3 sq. metres and below |
| 47 | 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. |
| 48 | 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 |
| 49 | a) 15 mm nominal outer dia. Pipes. |
| 50 | b ) 20 mm nominal outer dia. Pipes. |
| 51 | c ) 25 mm nominal outer dia .Pipes. |
| 52 | 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 |
| 53 | a) 40 mm nominal outer dia. Pipes. |
| 54 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 55 | a) 25 to 40 mm nominal bore |
| 56 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 57 | a) 25 mm nominal bore |
| 58 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. |
| 59 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 60 | a) 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 61 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 62 | a) 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 63 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 64 | a) 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 65 | Providing and fixing PTMT grating of approved quality and colour. |
| 66 | a) Rectangular type with openable circular lid. |
| 67 | I ) 150 mm nominal size square 100 mm diameter of the inner hinged round grating. |
| 68 | Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. |
| 69 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 70 | a ) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 71 | I ) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 72 | Supplying and fixing C.I. cover without frame for manholes : |
| 73 | a ) 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. |
| 74 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg. |
| 75 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 76 | a ) For pipes 100 to 250 mm diameter |
| 77 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-Charge : |
| 78 | a ) Rectangular manhole 90x80 cm and 45 cm deep |
| 79 | Cleaning the existing brick masonary Inspection chambers of drainage line from gully chamber to manhole and each manhole including removing the mullaba out side the campus and flushing with water etc. complete as directed by the Engineer inb Charge. |
| 80 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : a ) 25 mm nominal bore |
| 81 | Providing and fixing PVC terminal guard of approved quality and make as per the directions of Engineer in charge. |
| 82 | a ) including cost of PVC pipe dia up to 150 mm and of length up to 2.00 height |
| 83 | Brickwork with sevicible bricks available/recovered from while executing item No. 24 i.e. dismantling brickwork etc complete ass per the directions of Engineer in charge. |
| 84 | Credit for unserviceable wooden panelled door shutter with frame but i/c available fittings/fixtures etc of size @ 1.00 to 1.20 mt X 2.00 to 2.30mt |
| 85 | Providing and fixing covers for PVC water storage tanks with necessary MS / PVC clamps a) For water tank 500 lit. |
| 86 | Clening of existing septic tank by mechanical means and disposal of iquid/semi liquid/solid extracts beyond muncipal limits and flushing with water lead up to 5.00 KMs etc. all complete as direced by te Engineer in charge. ( Item includes removing super netan liquid and digested sludge with the help of municipal approved vehicle and disposal the same beyond municipal limits etc. complete as directed by the Engineer in charge a ) Septic tank of size 5.05 X 2.65 X 1.50 Meter |
| 87 | Removing of existing broken/damaged wooden ceiling available in all rooms of qtr No.Type-II/MW/A-2 and stackingb of material as directed by the Engineer in charge a) up to 30 Sqm |
| 88 | Providing repairs to existing wooden ceinling by providing and fixing necessary wooden strip/sheet for proper support etc complete as per the directions of Enngineer in charge |
| 89 | Supplying and fixing wooden ceiling tiles/wooden sheet of appropriate size etc complete as per the directions of Engineer in charge a ) Size up to 600 mm X 600 mm with minimum thickness 6 mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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