Tender For Repair And Maintenance Of T.E. And Rlu Bldg. Including Compound Wall At Vastrapur C Us, Ahmedabad.
Tender Value
45.47 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
5 days left
EMD
90960
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmedabad → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Maintenance Of T.E. And Rlu Bldg. Including Compound Wall At Vastrapur C Us, Ahmedabad.
BOQ
| Sl. No. | Item Description |
| 1 | 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. (a) All kinds of soil. |
| 2 | Repairs to cement concrete road in patches by Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering and finishing the surface to match with existing cement concrete road etc. complete as per the direction of Engineer in charge. (a) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | (b) 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) |
| 4 | 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 : (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) |
| 5 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. |
| 6 | Providing and laying in position brickbat concrete made of brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)etc, up to Floor Five level, excluding the cost of centering and shuttering etc. complete as per the direction of Engineer in charge. |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. (a) White Agaria Marble Stone |
| 10 | 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 |
| 11 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (a) 100X58X1.90 mm |
| 12 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 13 | 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 : (a) 300x16 mm |
| 14 | (b) 250x16 mm |
| 15 | 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 : (a) 250x10 mm |
| 16 | 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 : (a) 100 mm |
| 17 | Providing and fixing aluminium latches of approved quality and transparent or dyed to required colour or shade, with nuts and screws etc. complete : (a) 250x19x9 mm |
| 18 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (a) 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 20 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 21 | Repairs to M.S. Rolling shutter -Approx. size up to 3.35mx3.00m by necessary cleaning, oiling and greasing so as to make smooth functioning of shutter. The item includes labour charges for replacement of rusted interlocking M.S. lath section of required size and thickness and replacement of necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength wherever required etc. complete as per the direction of Engineer in charge. The cost of labour charges shall be paid under part a) and the cost of materials i.e cost of interlocking M.S. lath section and 27.5cm long wire spring shall be paid under part b). (a) Labour chrges for repairing including replacement as mentioned above in Item. |
| 22 | (b) Materials (i) 80x1.25 mm interlocking M.S. laths |
| 23 | (ii) 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength |
| 24 | Providing and fixing M.S. steel window casement fastener with necessary screws or bolts etc. complete as per the direction of Engineer in charge. (i) 100 mm |
| 25 | Providing and fixing M.S. window casement stays (straight peg type) with necessary screws etc. complete as per the direction of Engineer in charge. (i) 300 mm weighing not less than 200 grams |
| 26 | 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. (a) 40 mm thick with 20 mm nominal size stone aggregate |
| 27 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (a) 25 mm thick |
| 28 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 29 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 30 | 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 31 | Providing and fixing 1st quality ceramic glazed floor 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. |
| 32 | 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. (a) 110 mm diameter |
| 33 | 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. (a) Coupler (i) 110 mm diameter |
| 34 | (b) Bend 87.5° (i) 110 mm diameter |
| 35 | (c) Shoe (Plain) (i) 110 mm diameter |
| 36 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. |
| 37 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 38 | Providing and fixing M.S. clamps made of 25x5 mm flat of approved design, size and shape to unplasticised - PVC rain water pipes fixed with M.S. justi khila of required length including applying steel primer and painting with Two coats of synthetic enemel paint of approved quality etc. complete as per the direction of Engineer incharge. (a) 110 mm diameter |
| 39 | 12 mm cement plaster of mix : (a) 1:6 (1 cement : 6 coarse sand) |
| 40 | 15 mm cement plaster on the rough side of single or half brick wall of mix : (a) 1:6 (1 cement : 6 coarse sand) |
| 41 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (a) 20 mm cement plaster |
| 42 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand ) admixed water proof material and a top layer 6mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand ) finished rough with sponge. |
| 43 | 6mm cement plaster of mix: (a) 1:3 ( 1 cement : 3 fine sand ) |
| 44 | 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 : (a) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 45 | Finishing walls with Acrylic Smooth exterior paint of required shade : (a) 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) |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (a) Two or more coats on new work |
| 47 | 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. |
| 48 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. (a) Old work (one or more coats) |
| 49 | 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 : (a) New work (two or more coats) excluding water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 50 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 51 | 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. |
| 52 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (a) One or more coats on old work |
| 53 | French spirit polishing : (a) One or more coats on old work |
| 54 | Repairs to plaster of thickness 12mm to 20mm 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 within 50metres lead. (a) With cement mortar 1:4 (1cement: 4 coarse sand). |
| 55 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (a) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 56 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 57 | Dismantling 15 to 40 mm dia G.I. /UPVC/CPVC pipe with fittings including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer in-Charge. (a) Internal Work- Exposed on wall |
| 58 | 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. |
| 59 | Servicing & oiling of Aluminium casement window including removing dust, dirt, etc from frames with air blower and oiling the friction stays by dismantling/ without dismantling of shutters and making the shutters smooth operational etc. all complete as required and directed by Engineer-in-charge. |
| 60 | Deduct for providing 3mm thick Bajari glass panes instead of ordinary float glass panes weighing 4 mm thick in steel glazed doors, windows and clerestory windows shutters and ventilations. |
| 61 | Deduct for component of scaffolding in items of external plaster,dismantling of old plaster and repairable windows on external face and PVC pipe lines on external face. The deduction in respect of these items to be made due to the scaffolding will be paid separately in relevant item of scaffolding. (a) In respect of 18mm Cement plaster |
| 62 | In respect of Dismantling old cement plaster |
| 63 | In respect of P/F rain water pipes- 110mm dia |
| 64 | Repairing of MS steel windows/windows grill with or without taking out fixed/openable shutter/grill and getting repair at any floor level by welding of grill/ M. S. butt hinges /holdfast/straightening/ cutting of members and other required arrangment for proper functioning of window etc and fixing in position as directed by engineer-in-charge. ( The cost shall deemed to include all opearations and MS hinges, labours and tools and plant etc. but excluding cost of scaffolding and glass panes which shall be paid for seperately in relevant item.) |
| 65 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 66 | (b) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 67 | 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. (a) In cement mortar |
| 68 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (a) Of area 3 sq. metres and below |
| 69 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: (a) Of area 3 sq. metres and below |
| 70 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. (a) For thickness of tiles 5 mm to 25 mm |
| 71 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 72 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (a) Asbestos Cement sheet |
| 73 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : (a) Thickness up to 40 mm |
| 74 | Dismantling C.I. or asbestos or PVC rain water pipe/drainage pipes with fittings and clamps including stacking the material within 50 metres lead : (a) 75 to 80 mm dia pipe |
| 75 | (b) 100 mm dia pipe |
| 76 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : (a) 15 mm to 40 mm nominal bore |
| 77 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 78 | 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. |
| 79 | 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 loads including all lifts involved. Please Enable Macros to View BoQ information |
| 80 | 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 loads including all lifts involved. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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