Educational and Research Institute Boards / Undertakings / PSU Closing in 12 days TDR #58136547

Tender For Internal Painting External Wall Cum Duct Waterproofing Works At Svpb Guest House, Svnit C Us, Surat.

Issued by Boards / Undertakings / PSU · Surat, Gujarat
Tender Value
48.30 Lakhs
Estimated cost
Bid Submission
11 Nov 2026
12 days left
EMD
96700
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Surat → Gujarat
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Internal Painting External Wall Cum Duct Waterproofing Works At Svpb Guest House, Svnit C Us, Surat.

BOQ

Name of Work:- Internal Painting external wall cum duct Waterproofing Works at SVPB Guest House, SVNIT C us, Surat.
Sl. No. Item Description
1Dismantling 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)
218 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)
3Repairs 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 (1 cement : 4 fine sand) (DSR-14.1.1)
4Removing 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)
5Filling of cracks in internal/external walls with Sika cracksil Acrylic paste or Dr. fixit crack-X paste or equivalent (ready to use paste) prepare surface by cleaning the surface to remove any dirt or loose particle and widening the cracks 4 to 6 mm wide and 6mm deep moistering with water and applying Dr. Fixit primeseal or equivalent, & allow it set for 24 Hrs. and then apply another coat, making sure that crack is totally filled up tooling the surface to obtain an even smooth and unbroken surface and curing of the cracks for all lift as directed by the Engineer-in-charge. (As per M.R.+1% L.C.= 75+0.75=75.75)
6Providing 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. (DSR 13.80)
7Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm (DSR-13.48.1)
8Finishing 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)
9Providing and applying a complete waterproof coating 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. (actual measured quantity without multiplier coefficient, irrespective of sand faced or smooth plaster / mosaic). (As per R.A.)
10Providing and applying a complete waterproofing system on vertical concrete/masonry surfaces including parapet walls, exterior wall and other exposed areas, comprising:(i) Surface Preparation: Scraping and cleaning the surface with wire brushes / and pressure wash using 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 two coats: one coat of self-priming with brush (diluted 3:1 with water) and one coat of undiluted elastomeric waterproofing liquid with brush/roller, at a total consumption rate as per manufacturers descriptions to achieve a dry film thickness not less than 500 microns. The membrane shall possess Sun Reflectivity Index (SRI) ≥ 105.(iv) Protective Finish: Over the cured membrane, applying two coats of Apex Ultima Protek Duralife (or equivalent) — one base coat diluted as per manufacturer’s instructions and one top coat undiluted — at a consumption rate of approx. 4.63 litres per 10 sqm for two coats, providing UV resistance, weather protection, dirt resistance, colour retention, and extended durability.All materials, labour, tools, scaffolding, Jhula, and equipment required for execution included. Work shall be carried out as per manufacturer’s specifications and direction of Engineer-in-Charge, complete in all respects.(actual measured quantity without multiplier coefficient, irrespective of sand faced or smooth plaster / mosaic). (As per R.A.)
11Transparent Waterproofing Coating on External Stone Grit/Sand faced PlasterProviding and applying a UV-resistant, non-yellowing, transparent liquid waterproofing system over existing stone grit plaster to arrest water leakage without altering the original plaster color or texture, comprising:(i) Surface Preparation: Pressure-washing and scrubbing with wire/nylon brushes to remove dust, algae, moss, and loose particles without dislodging stone aggregates.(ii) Crack Sealing: Routing hairline cracks up to 5 mm width into a U-groove profile and sealing flush with clear acrylic/PU sealant (Dr. fixit kwik n ezee klear / Sikaflex Clear or equivalent).(iii) System Application: Applying two coats of single-component aliphatic PU/acrylic transparent coating (Dr. Fixit Repellin WR / Asian Paints SmartCare Clear / Fosroc Nitocote Clear or equivalent) strictly as per manufacturer specifications - diluted or undiluted required coats as per total consumption rate of as per manufacturer specifications for two coats to form a seamless, weather-proof membrane.Rate includes all materials, labour, equipment, pipe scaffolding, Jhula, safety gear, and preparation complete as per Engineer-in-Charge directions. Measurement and payment shall be based on the actual plain surface elevation area treated. No multiplication factor or percentage allowance shall be applied for surface roughness or grit texture. (As per R.A.)
12Chipping 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)
13Chipping 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)
14Cleaning 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)
15Cleaning 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)
16Applying priming coat: With ready mixed epoxy Zinc primer of approved brand and manufacture on steel galvanised iron/ steel works. (DSR- 13.50.3)
17Providing, 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)
18Providing, 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)
19Providing, 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)
20Providing 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)
21Dismentaling 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)
22Providing 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)
23Providing, 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. (Z clamps paid separately) {As per M.R. + 1% L.C.(650.00+6.50=656.50)}
24Providing, laying and jointing in true line and level 75mm 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, door bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials. (Z clamps paid separately) {As per M.R. + 1% L.C.(450.00+4.50=454.50)}
25Providing 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. 110 mm bend (DSR-12.42.5.2)
26Providing 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. 110 mm Shoe (DSR-12.42.6.2)
27Providing 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 75 to 110 mm dia pipe) (based on DSR- 17.77.1) ( if two pipes mounted on single z clamps, then payment will be given for 75% for each pipe clamps)
28Providing 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)
29Disposal 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)
30Rectifying active leakages in existing toilet and bathroom waste/sewage outlet lines by Carefully chipping/dismantling plaster, masonry, or concrete around embedded pipes and fittings without damaging adjacent structures, extending and repositioning the pipeline to clear the wall face using 75 mm offset Z-clamps (to eliminate dampness/seepage transfer through the duct wall) (z clamps paid separately), jointing new and existing SWR pipes and fittings using approved one-step solvent cement, refilling and making good all chased/damaged surfaces using SBR polymer-modified cement mortar (1:3) for complete waterproof sealing, and conducting hydraulic/leakage testing of all joints, complete for internal or external work as per directions of the Engineer-in-Charge. (SWR pipe type B upto 300mm inclded). For all height up to 10th floor. Rate includes all materials, labour, equipment, scaffolding, suspended cradle/Jhula, safety gears complete and as per Engineer-in-Charge directions. ( M.R. + 1% L.C.) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58136547
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 48.30 Lakhs
LAST DATE 11-11-2026
Authority
Authority Name National Institute Of Technology
Work Description Tender for Internal Painting External Wall Cum Duct Waterproofing Works At Svpb Guest House, Svnit C Us, Surat.
Basic Detail
Tender No SVNIT-CPP-520/ Estate-Civil/201/2026-27
Bidding Type Tender
Location
City Surat
State Gujarat
Key Dates
Publish Date 21 Oct 2026
Submission Date 11 Nov 2026
Open Date 13 Nov 2026
Finance
Tender Value 48.30 Lakhs
Tender Fee Ref. Documents
EMD 96700
Exemption Not Available
Document List
520TechnicalBid.pdf
994caed4-93f0-4a49-867b-25c0484fb96d.html
BOQ_978424.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Nov 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
pdf

520TechnicalBid.pdf

html

994caed4-93f0-4a49-867b-25c0484fb96d.html

xls

BOQ_978424.xls

pdf

Tendernotice_1.pdf

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