Tender For Renovation And Modification Of Building No.35
Tender Value
41.84 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
9 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bengaluru Urban → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation And Modification Of Building No.35
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats. |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stackingof steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 4 | 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. In cement mortar |
| 5 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 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 1:4 (1 cement : 4 coarse sand) |
| 10 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 11 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 13 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in -charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm asper 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 Engineering-charge. The sheet shall be fixed using self drilling / self 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. |
| 14 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\") as specified above. |
| 15 | Providing, fabricating and fixing Profiled / plain Poly Urethane insulated (PUF Sheet 50mm thick) having modular density 40kg/m2 , sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The recoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shall have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangements .Including required fitting and fixtures sections to fix to wall, roof & other surface etc. The fasting shall be of self-tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangements or suitable method as directed by engineer in charge. The entire roof shall be firmly fastened to the existing frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipment, transportation charges, labour charges and all other incidental charges etc., complete as per standard |
| 16 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : |
| 17 | Flashings/ Aprons.( Upto 600 mm) |
| 18 | Ridges Plain ( 500-600 mm) |
| 19 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 20 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 21 | Providing and fixing of anodized aluminium grill (anodized transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 15) of approved design/pattern with approved standard section and fixed to the existing window frame with CP brass /stainless steel screws @200 mm centre to centre ,including cutting to grill proper opening size for fixing approved anodized aluminium standard section around the opening, all complete as per requirement and direction of Engineer in charge .( Only weight of the grill to be measured for the payment ) |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats . |
| 23 | 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 |
| 24 | Wall painting with acrylic emulsion paint, 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. : Two Coats |
| 25 | Elastomeric Waterproofing: Supplying and applying single component, elastomeric, acrylic fibre reinforced waterproofing & anti carbonation damp-proof coating with minimum elongation of 220% as per ASTM D412 and shall have crack bridging ability of upto 1mm and shall resist 7 bars of hydrostatic pressure. The system consists of self-priming with 33% dilution followed by two undiluted coatings complete as per manufacturers specification (External walls ) |
| 26 | PU Waterproof Coating: Supplying and applying PU coating with Mechanical, Thermal, Chemical, UV and weather resistant properties based on elastomeric polyurea polyurethane hybrid chemistry, with minimum elongation of 280%, tensile strength of 2.7Mpa. The system consists of applying the waterproofing treatment to 1.6 kg/Sqm. The coating is to be continued from coving joint to end of parapet wall. Water ponding test: Post Completion of waterproofing activities, the substrate needs to be checked for water tightness & leak free condition, to ensure it. Allow the water to flood on the treated area for about 48 - 72 hrs. |
| 27 | Removal of existing epoxy flooring upto 3mm thick with grinder machine |
| 28 | Supply and Application of 4 mm Thick PU Flooring: a. Surface Grinding: The Uneven floor to be grinded and made even gradient and the entire surface will be thoroughly cleaned and made dust free, followed by removal of all existing sealants. Proper anchored at floor as per panel by 4.0m c/c, grooves must be formed at day jointsb. 1 mm Scratch Coat: A scratch coat will be applied on the dust free surface, which will act as base for the overcoming treatment. It will be cured within 6 to 8 hrs. c. 3 mm PU Top Coat: A self-levelling PU concrete top coat will be applied, providing improved adhesion resistance, higher mechanical strength, chemical and UV resistance, and a better aesthetic appearance with a matt finish. This top coat will also be allowed to cure completely. Consumption, Mix ratio and application as per manufacturer. including labour, machinery and transportation Sika, myk, ardex endura, STP,fosroc or equivalent |
| 29 | Providing and applying 3 component epoxy cementitious concrete (repair mortar) high strength cementitious free flowing and self levelling underlay for floor correction over concrete substrata and underlays for the placement of different performed floor toppings. |
| 30 | Coving : Supplying and laying Epoxy coving at the junctions, by placing a fillet of mortar and form a curved section of 75 x 75 mm minimum with a coving trowel to anchor coving both vertically and horizontally, to eliminate tight corners and gaps where dirt, debris and mould may accumulate. |
| 31 | Gangway Marking 100 MM : Providing three component, epoxy based, high build coating system line striping and marking over polyurethane floors in industrial flooring application. It should have superior chemical and abrasion resistance with excellent adhesion and colour retention of (SIKA-BASF)/ FOSROC)/ DR.CIPY-PIDILITE)/ ARDEX ENDURA)/ FLOWCRETE/ STP Limited or Equivalent |
| 32 | Providing and fixing double scaffolding system (cup lock type) on theexterior side, up to seven story height made with 40 mm dia M.S. tube1.5 m centre to centre, horizontal & vertical tubes joining with cup & locksystem with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircasesystem in the scaffolding for working platform etc. and maintaining it in aserviceable condition for the required duration as approved and removingit there after. The scaffolding system shall be stiffened with bracings,runners, connection with the building etc. wherever required for inspection of 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 will be made once irrespective of duration of scaffolding. |
| 33 | Providing and laying pressed clay tiles (as per approved pattern 20 mmnominal thickness of approved size) on roofs jointed with cement mortar1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofingcompound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand) and finished neat complete. |
| 34 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain &brass threaded fittings This includes jointing of pipes & fittings with onestep CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge. External work - 20 mm nominal outer dia Pipes |
| 35 | Providing & Applying weather proof sealant on outer joints of approvedmake confirming to IS & directed by Engineer-in-charge. Sealant 25 mm x10 mm at joints |
| 36 | Supply and stacking of Stone Aggregate (Single size) : 40 mm nominal size |
| 37 | 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 20 Km for all lifts, complete as per directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 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