Tender For Miscellaneous Repair Maintenance Works At Ichapur Te Building And Compound Wall Of Sq Complex At Ichapur, Howrah
Tender Value
4.69 Lakhs
Estimated cost
Bid Submission
01 Aug 2026
5 days left
EMD
9388
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Howrah → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Repair Maintenance Works At Ichapur Te Building And Compound Wall Of Sq Complex At Ichapur, Howrah
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge |
| 2 | 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.. |
| 3 | In cement mortar |
| 4 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 5 | From brick work in cement mortar |
| 6 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 7 | Of area 3 sq. metres and below |
| 8 | 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. |
| 9 | Carriage of materials by Mechanical Transport including loading, unloading and stacking : |
| 10 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 11 | 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. |
| 12 | Beyond 120 cm girth up to and including 240 cm girth |
| 13 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 14 | 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) |
| 15 | 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). |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 17 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. |
| 18 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 19 | 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 : |
| 20 | 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) |
| 21 | 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 : |
| 22 | 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) |
| 23 | 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). |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 25 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | 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 : |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 33 | 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: |
| 34 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 35 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) |
| 36 | 250x16 mm |
| 37 | 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 : |
| 38 | 150x10 mm |
| 39 | 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 : |
| 40 | 125 mm |
| 41 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 42 | With stainless steel cover plate minimum 1.25 mm thickness. |
| 43 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : |
| 44 | 4.0 mm thick glass panes. |
| 45 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 46 | Making khurras 45x45 cm with average minimum thickness of5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 47 | 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. |
| 48 | Bend 87.5° -110 mm bend |
| 49 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 50 | 110 mm |
| 51 | 12 mm cement plaster of mix : |
| 52 | 1:4 (1 cement: 4 fine sand) |
| 53 | 1:6 (1 cement: 6 fine sand) |
| 54 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 55 | 1:4 (1 cement: 4 fine sand) |
| 56 | 1:6 (1 cement: 6 fine sand) |
| 57 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 58 | 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 : |
| 59 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 60 | Finishing walls with water proofing cement paint of required shade : |
| 61 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 63 | Two or more coats on new work. |
| 64 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 65 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 66 | Two coats. |
| 67 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 68 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. |
| 69 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 70 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 71 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 72 | Repairs to door / windows shutter (Area upto3 sqm) including taking out and refixing the same and replacement of hinges with screws wherever required etc complete |
| 73 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 74 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 75 | 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. |
| 76 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : |
| 77 | 3 mm thick |
| 78 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
| 79 | White solid plastic seat with lid |
| 80 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.- Flexible pipe |
| 81 | 32 mm dia |
| 82 | Providing and fixing UPVC pipes including all uPVC plain fittings, including fixing the pipe with clamps at required spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 83 | 110mm diameter |
| 84 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 85 | 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 86 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 87 | 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 88 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 89 | 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 90 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 91 | 15 mm nominal bore with 45 cm length. |
| 92 | 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 |
| 93 | 75 mm average thickness |
| 94 | 50 mm average thickness |
| 95 | 25 mm average thickness |
| 96 | 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. |
| 97 | Bars upto 12 mm diameter |
| 98 | Bars above 12 mm diameter |
| 99 | 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. |
| 100 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 101 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and 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 and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 102 | 12 mm average thickness. |
| 103 | 25 mm average thickness in 2 layers. |
| 104 | 50 mm average thickness in 3 layers. |
| 105 | Applying anti-rust passive coating (like Sika Rustop or equivalent) over reinforcement bars after thorough cleaning of reinforcement complete as per direction of Engineer-in-charge. |
| 106 | Up to 25 mm dia bars |
| 107 | Credit value for dismantled /unserviceable materials |
| 108 | G.I. pipes upto 25 mm dia |
| 109 | Floor spring |
| 110 | Taking out old damaged tarfelt from the roof, parapet etc. preparing the roof surfaces by removing all spoils, blisters, moss etc. from the working site by chipping/ scrapping and disposal of the same beyond the compound and cleaning the site in all respect as per direction of Engineer-in-Charge. |
| 111 | Up to all floors |
| 112 | Labour charges for carefully cutting marble/tiled floor & floor concrete (approx 600 x 600 mm) for taking out damaged floor trap including cleaning the rubbish complete as per the direction of Engineer-in-charge. |
| 113 | Providing and fixing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil/waste water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. |
| 114 | P- trap 110 x 110 mm |
| 115 | Brick work with available good conditioned dismantled bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 116 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 117 | Providing and fixing uPVC pipes (SCH 40 uPVC as per ASTM D- 1785 pipes) including all uPVC plain and brass threaded fittings. Including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in charge. Internal work- Exposed on wall |
| 118 | 15 mm nominal bore |
| 119 | 20 mm nominal bore |
| 120 | 50 mm Nominal bore. |
| 121 | Providing and fixing PTMT health faucet with hook and P.V.C. pipe (1.00 metre minm length) of approved quality and colour in W.C.s all complete as per direction of Engineer-in-charge. |
| 122 | 15 mm nominal bore with minimum 1.00 m PVC tube. |
| 123 | Providing and Fixing PTMT 2 way bib cock of approved quality and colour, for fixing hand faucet in commode toilets all complete as per direction in charge. |
| 124 | 15mm nominal bore. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 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