Tender For External Repairing Of Department Of Electronics And Communication Engineering And Production Building With Color Work At Svnit C Us, Surat.
Tender Value
50.85 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
1.02 Lakhs
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
Surat → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
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Contact Person
Address
Project Description
Tender for External Repairing Of Department Of Electronics And Communication Engineering And Production Building With Color Work At Svnit C Us, Surat.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR-2.32) |
| 2 | 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. (DSR-15.56) |
| 3 | 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. (DSR-13.91) |
| 4 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (DSR-13.1.1) |
| 5 | 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 direction of Engineer-In-Charge. : With cement mortar 1:4 (1cement: 4 coarse sand). (DSR- 14.1.2) |
| 6 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. (DSR-13.12) |
| 7 | Providing and applying a complete waterproofing system on top of concrete roof /horizontal masonry surfaces and other exposed areas, comprising:(i) Surface Preparation: Scraping and cleaning the surface with wire brushes & pressure pump to remove dust, loose particles, algae, or laitance, including minor patchwork repairing of surface with cement mortar to ensure a sound substrate.(ii) Crack Treatment: Treating hairline and minor cracks up to 5 mm width using ready-to-use acrylic crack filler paste (Dr. Fixit Crack-X Paste or equivalent). Cracks shall be opened slightly in U-groove profile where necessary and filled using putty knife/spatula to ensure complete filling and smooth finish, cured as per manufacturer’s specifications.(iii) Elastomeric Waterproofing Membrane: Applying fibre-reinforced elastomeric liquid waterproofing membrane with resilient acrylic polymers (Asian Paints Damp Proof Xtreme or equivalent) in three coats: one coat of self-priming with brush (diluted 3:1 with water) and two coat of undiluted elastomeric waterproofing liquid with brush/roller, at a total consumption rate of approx 10.75litre per 10sqm to achieve a dry film thickness not less than 500 microns. The membrane shall possess Sun Reflectivity Index (SRI) ≥ 105.All materials, labour, tools, scaffolding, Jhula, and equipment required for execution included. Work shall be carried out as per manufacturer’s specifications and precautions of chemicals and direction of Engineer-in-Charge, complete in all respects. ( As per R.A.) |
| 8 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (DSR-13.48A.1) |
| 9 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture (DSR-13.48.3) |
| 10 | 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. 25 mm average thickness (DSR- 26.28.3) |
| 11 | 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. 50 mm average thickness (DSR- 26.28.2) |
| 12 | 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. Bars upto 12 mm diameter (DSR- 26.29.1) |
| 13 | 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. Bars above 12 mm diameter (DSR- 26.29.2) |
| 14 | Applying priming coat: With ready mixed epoxy Zinc primer of approved brand and manufacture on steel galvanised iron/ steel works. (DSR- 13.50.3) |
| 15 | 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. 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. (DSR- 26.31.1) |
| 16 | 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 crushingstrength at the end of 28 days to be not less than 30 N/Sqmm2).12 mm average thickness. (DSR-26.32.1) |
| 17 | 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 crushingstrength at the end of 28 days to be not less than 30 N/Sqmm2). 25 mm average thickness in 2 layers. (DSR- 26.32.2, P/362) |
| 18 | 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 crushingstrength at the end of 28 days to be not less than 30 N/Sqmm2). 50 mm average thickness in 3 layers. (DSR- 26.32.3) |
| 19 | 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). (3) Epoxy injection grout in concrete/RCC work of approved make (DSR- 26.35.3, P/363) |
| 20 | Dismentaling C.I. pipes, G.S.W. pipes and PVC. rain water pipes with fiitings and clamps including stacking the materials with all lead and lift.(upto 150 mm dia pipe) (DSR- 15.42.3) |
| 21 | 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. 110 mm diameter. (DSR- 12.41.2) |
| 22 | 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.(Price including both bend & shoe) (1) Bend 87.5° : 110 mm bend and (2) Shoe (Plain) : 110 mm Shoe. (DSR- 12.42.5.2 + 12.42.6.2) |
| 23 | Providing and fixing Galvanized Iron - Z clamp of approved design to CPVC and PVC , SWR pipe of size up to 150mm dia pipe fixing of clamp by dash fastners of required size in RCC and brick work projecting 75 mm outside the wall surface and fixed on wall with 2 nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised flat and round threded bar / Rod of 8 mm dia of specified shape and of total length 450 mm and shall be fixed on wall . Total bracket length up to 450 mm of approved shape and design (for single 100/110 mm dia pipe) (DSR- 17.77.1) |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-6.1.1) |
| 25 | Filling in foundation and plinth with brick Bats / Chhara in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. SOR cn: 04009A, P/48) (594.61 + 18% GST = 701.61) |
| 26 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 150 mm (DSR-26.86.7) |
| 27 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick (DSR-26.88.1) |
| 28 | Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.: 200 mm (DSR-9.170.1) |
| 29 | 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 : 250x10 mm (DSR-9.97.2) |
| 30 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) :300x16 mm (DSR-9.62.1) |
| 31 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm (DSR-9.71.1) |
| 32 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm (DSR-15.23.2) |
| 33 | 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. (DSR-10.2) |
| 34 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm 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 (DSR-12.47.1) |
| 35 | 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 (DSR-15.7.4) |
| 36 | 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) (DSR-15.2.1) |
| 37 | 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) (DSR-5.1.2) |
| 38 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below (DSR-15.12.1) |
| 39 | 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. (DSR-5.22.6) |
| 40 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos cement / Polycarbonate sheet (DSR-15.28.2) |
| 41 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : (DSR-12.21) |
| 42 | 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. (DSR-15.3) |
| 43 | Neat cement punning (DSR-13.18) |
| 44 | Supplying of SBR Polymer (DSR-7914) |
| 45 | Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running meter per coat. (DSR-22.25.1) |
| 46 | Filling of crack in internal/external walls with Sika cracksil Acrylic paste or Dr. Fixit crack-X paste (ready to use paste) by cleaning the surface to remove dirt or loose particle and widening the cracks upto 4 to 6 mm and 6 mm deep, moistering with water and applying above mentioned paste and allow to set for 24-hrs. and then apply 2nd coat, making sure that crack is totally filled up, tooling the suface to obtain even smooth and unbroken surface and curing of the cracks for all lift etc. complete. as per manufacturers description (N.S.) |
| 47 | Providing, laying and jointing in true line and level 110mm diameter SWR (Type B) Ringfit conforming to ISI 13592, 1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of clamp at every 1200 mm centre to centre or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials. {As per M.R. + 1% L.C.(650.00+6.50=656.50)} |
| 48 | Water proofing of vertical joints (of external side and internal side) between door frame, window & ventilator frame (on all four sides) of outer wall over the Zycosil / equivalent & Zycoprime / equivalent solution already applied (before the intallation of door / window / ventilator frame in position) and finished with Grout RW / equivalent. (DSR-26.59) |
| 49 | Water proofing treatment of RCC sunshade with Zycosil / equivalent water proffing solution [1 Litre Zycosil / equivalent & 20 litres of water stirred first & 2 litres of Zycoprime / equivalent added and stirred (total 23 litres)] till it meats the saturation level and testing as per RIELM or by water drops test in which water drop do not absorb but drop remains or rolls. (DSR-26.60) |
| 50 | In-filling / sealing the joints between RCC lintel cum sunshade and wall (on all external side) in all floors by pushing in Grout RW / equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil / equivalent & Zycoprime / equivalent solution before cement plastering of top, bottom and sides of RCC sunshade. (DSR-26.61) |
| 51 | 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. (DSR- 15.60, P/243) |
| 52 | Deduct (-) towards cost adjustment and credit to the work for the dismantled materials received from the respective items of work and other steel complete as per the direction of Engineer-in-Charge. (Dismantled materials shall be property of the Agency, which shall be cleared from the site of work for which no extra payment shall be made to the Agency) : Steel reinforcement, Taps, M.S. Gates, sand cast iron pipes, cast iron pipes, flush tanks, GI pipes etc., door/ window grill/ frame and other steel complete. |
| 53 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. Terrace Tile Primer (Asian Paints SmartCare or equivalent) water based acrylic primer for terraces having porous and non-porous substrates such as existing china chips, tiles or old paints, and sealed or burnished concrete terrace roofs. single component hybrid polymer based primer for providing excellent adhesion to fibre-reinforced elastomeric liquid. All materials, labour, tools, scaffolding, Jhula, and equipment required for execution included. Work shall be carried out as per manufacturer’s specifications and precautions of chemicals and complete in all respects and direction of Engineer-in-Charge, As per R.A. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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