Tender For Special Repair And Painting For External Face Of North Block, Eleven Storied Building Of Jalas Ad Bhavan, Salt Lake Office Building Of Directorate Of Commercial Taxes, Wb.
Tender Value
1.40 Crore
Estimated cost
Bid Submission
24 Aug 2026
8 days left
EMD
2.81 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
24 Paraganas North → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair And Painting For External Face Of North Block, Eleven Storied Building Of Jalas Ad Bhavan, Salt Lake Office Building Of Directorate Of Commercial Taxes, Wb.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable . In ground floor including roof. |
| 2 | First Floor |
| 3 | 2nd Floor |
| 4 | 3rd floor |
| 5 | 4th floor |
| 6 | 5th floor |
| 7 | 6th floor |
| 8 | 7th floor |
| 9 | 8th floor |
| 10 | 9th floor |
| 11 | 10th floor |
| 12 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed(a) In ground floor including roof. |
| 13 | First Floor |
| 14 | 2nd Floor |
| 15 | 3rd floor |
| 16 | 4th floor |
| 17 | 5th floor |
| 18 | 6th floor |
| 19 | 7th floor |
| 20 | 8th floor |
| 21 | 9th floor |
| 22 | 10th floor |
| 23 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thick |
| 24 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 25 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge . |
| 26 | Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. |
| 27 | Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment] |
| 28 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).Note: Applicable only when the full diameter of reinforcement steel is exposed. |
| 29 | Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / weldingwith old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of newreinforcement. |
| 30 | Guniting concrete surface with cement mortar (25 mm nominal thick ) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification . |
| 31 | Polymer concrete made with water resistant bonding agent of synthetic rubber emulsion as per manufacturer's specification excluding the cost of cement concrete (2.75 Kg / bag of cement)Note : Payment on volume of (1 : 1½ : 3) Concrete |
| 32 | Brick work with 1st class bricks in cement mortar (1:4)(b) In superstructure, ground floor |
| 33 | 11th floor |
| 34 | 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor including H.B. netting in every alternate layers.Ground Floor |
| 35 | First Floor |
| 36 | 2nd Floor |
| 37 | 3rd floor |
| 38 | 4th floor |
| 39 | 5th floor |
| 40 | 6th floor |
| 41 | 7th floor |
| 42 | 8th floor |
| 43 | 9th floor |
| 44 | 10th floor |
| 45 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.Ground Floor |
| 46 | First Floor |
| 47 | 2nd Floor |
| 48 | 3rd floor |
| 49 | 4th floor |
| 50 | 5th floor |
| 51 | 6th floor |
| 52 | 7th floor |
| 53 | 8th floor |
| 54 | 9th floor |
| 55 | 10th floor |
| 56 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 57 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.a) Pakur VarietyGround Floor |
| 58 | First Floor |
| 59 | 2nd Floor |
| 60 | 3rd floor |
| 61 | 4th floor |
| 62 | 5th floor |
| 63 | 6th floor |
| 64 | 7th floor |
| 65 | 8th floor |
| 66 | 9th floor |
| 67 | 10th floor |
| 68 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.Ground Floor |
| 69 | First Floor |
| 70 | 2nd Floor |
| 71 | 3rd floor |
| 72 | 4th floor |
| 73 | 5th floor |
| 74 | 6th floor |
| 75 | 7th floor |
| 76 | 8th floor |
| 77 | 9th floor |
| 78 | 10th floor |
| 79 | Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-incharge.a) 3.90 metre height |
| 80 | b) Extra for additional 3.6 height or part there of shifting |
| 81 | a) 3.90 metre height |
| 82 | b) Extra for additional 3.6 height or part there of |
| 83 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. 1. SAIL/TATA/RINL(a) For works in foundation and upto roof of ground floor/upto 4 m |
| 84 | First Floor |
| 85 | 2nd Floor |
| 86 | 3rd floor |
| 87 | 4th floor |
| 88 | 5th floor |
| 89 | 6th floor |
| 90 | 7th floor |
| 91 | 8th floor |
| 92 | 9th floor |
| 93 | 10th floor |
| 94 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] a) 20 mm i) 1 : 6 cement mortarGround floor |
| 95 | First Floor |
| 96 | 2nd Floor |
| 97 | 3rd floor |
| 98 | 4th floor |
| 99 | 5th floor |
| 100 | 6th floor |
| 101 | 7th floor |
| 102 | 8th floor |
| 103 | 9th floor |
| 104 | 10th floor |
| 105 | a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.i) Grill weighing 10 kg / sqm and up to 16 kg / sqm. |
| 106 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987i) 4mm thick clear glass. |
| 107 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge.10-12 Micron thickness Annodizing film Natural white |
| 108 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) Ground floor |
| 109 | First Floor |
| 110 | 2nd Floor |
| 111 | 3rd floor |
| 112 | 4th floor |
| 113 | 5th floor |
| 114 | 6th floor |
| 115 | 7th floor |
| 116 | 8th floor |
| 117 | 9th floor |
| 118 | 10th floor |
| 119 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.(b) Two CoatsIn Ground Floor: |
| 120 | First Floor |
| 121 | 2nd Floor |
| 122 | 3rd floor |
| 123 | 4th floor |
| 124 | 5th floor |
| 125 | 6th floor |
| 126 | 7th floor |
| 127 | 8th floor |
| 128 | 9th floor |
| 129 | 10th floor |
| 130 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)c) Super Protective 100% Acrylic Emulsion. |
| 131 | First Floor |
| 132 | 2nd Floor |
| 133 | 3rd floor |
| 134 | 4th floor |
| 135 | 5th floor |
| 136 | 6th floor |
| 137 | 7th floor |
| 138 | 8th floor |
| 139 | 9th floor |
| 140 | 10th floor |
| 141 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.Ground Floor |
| 142 | First Floor |
| 143 | 2nd Floor |
| 144 | 3rd floor |
| 145 | 4th floor |
| 146 | 5th floor |
| 147 | 6th floor |
| 148 | 7th floor |
| 149 | 8th floor |
| 150 | 9th floor |
| 151 | 10th floor |
| 152 | 11th floor |
| 153 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)Ground Floor |
| 154 | First Floor |
| 155 | 2nd Floor |
| 156 | 3rd floor |
| 157 | 4th floor |
| 158 | 5th floor |
| 159 | 6th floor |
| 160 | 7th floor |
| 161 | 8th floor |
| 162 | 9th floor |
| 163 | 10th floor |
| 164 | 11th floor |
| 165 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)v) 12 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.Cover: 550 mm X 75 mmFrame: 650mm X 135 mmopening: 475mmWeight: 100 kg (approx) |
| 166 | (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size.Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm, opening: 380mm x 305mm , Weight: 100 kg (approx) |
| 167 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992A) Single Socketed 3 Meter Length(b) 110 mm |
| 168 | (B) Fittingsa) Bend 45º 110mm |
| 169 | b) Door Bend (T.S.) 110mm |
| 170 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials.a) above groundi) 110 mm dia |
| 171 | Taking out rain water down pipes, removing chokages and refixing the same in position including mending good damages (of taking out and refixing) |
| 172 | Renewing C.I. clamp for pipe including cutting hole in wall etc. and mending good all damages with cement concrete (4:2:1) with jhama chips and cement plaster (6:1) to match with and curing. (ix) 100 mm |
| 173 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specialsa) For Exposed Worki) CPVC Pipes Class-1, SDR-11i) 50 mm dia |
| 174 | supplying and aaplication of chemical for post installed rebar connection bu using ETA approved for seismic criteria in rebar connection , including drilling hole to the required depth by rotary hammer drill, cleaning with brush & jet of clean air /ill/ng chemical usIng serrated noule to eliminate mIxIng error and in a voldless manner IncludIng charges for all tools & plants. Application to be designed for post· Installed rebars as per ECZ/TR023 or relevant tested and accepted design guidelines and the design document to be furnished by the manufacturer. The chemical should have ETA apprOVal for seIsmIc criteria of rebar fixing whIch should be furnished by manufacturer. The installation and the setting instructions should be strIctly followed as per manufacturer's specl/icatlons as approved by EICprior to drlll/ng along with post· Installed rebar embedment design report. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete during drilling.Notes :1)This rate Is excluding the cost of scaffolding.2)Thls work should not be excuted without specific permission of Superintending Engineer 0/ the respective circle and Injection process should be executed in the presence oj officer not below the rank 0/ Assistant Engineer to supervise the work minutely.3) Rebar grouting Is specifically required for extension and strengthening purpose of old or existing RCCstructural members with new RCCstructural members through rebar fixing chemical Item without breaking beam, coloumn, roof slab, lintel, cellina etc. (ii) cost of post installed rebaring application with chemical as specified for 10mm dia per cum of depth |
| 175 | Vibration free reinforced concrete (extended cantilever and chajias in different floors) cutting with diamond sawing as per the cutting plan, lifting, shifting and handling the cut blocks as per direction of Engineer in charge .(Mode of measurement : the actual cutting surface area shall be considered for payment )above 5th floor level upto 11th floor level |
| 176 | Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finishedsurface area.).Membrane Property: Softening Point > 150 deg C, Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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