Tender For Emergent Outside Structural Repair Work Along With Outside Renovation And Painting Of Main Hospital Building Of T.L.Jaiswal State General Hospital, Liluah, Howrah.
Tender Value
71.29 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
11 days left
EMD
1.42 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
Howrah → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Emergent Outside Structural Repair Work Along With Outside Renovation And Painting Of Main Hospital Building Of T.L.Jaiswal State General Hospital, Liluah, Howrah.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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. |
| 3 | In cement mortar |
| 4 | 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. |
| 5 | 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 |
| 6 | 50 mm average thickness |
| 7 | 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 : |
| 8 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Half brick masonry 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. |
| 10 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 12 | All works above plinth level upto floor V level |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 19 | Weather shed, Chajjas, corbels etc., including edges |
| 20 | Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. |
| 21 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (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) |
| 22 | 100 mm thick in Grade M25 with cement content not lessthan 330 kg per cum |
| 23 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 24 | Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge. |
| 25 | Wooven PVC cloth |
| 26 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in portion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. 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. |
| 27 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum |
| 28 | 25 mm thick in Grade M25 with cement content not less than 330 kg per cum |
| 29 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement,all complete as per direction of Engineer-In-Charge. |
| 30 | Upto and including 12 mm dia. |
| 31 | 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. |
| 32 | Epoxy bonding adhesive having coverage 2.20 sqm/kg ofapproved make |
| 33 | 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 |
| 34 | Bars upto 12 mm diameter |
| 35 | Bars above 12 mm diameter |
| 36 | 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 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. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 37 | CEMENT PLASTER (IN FINE SAND) |
| 38 | 12 mm cement plaster of mix |
| 39 | 1:4 (1 cement: 4 fine sand) |
| 40 | 12 mm cement plaster of mix |
| 41 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 42 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
| 43 | 12 mm cement plasterBeyond 10 mt. and upto 13 mt. range |
| 44 | Beyond 13 mt. and up to 16mt. Range |
| 45 | Beyond 15 mt. and up to 19 mt. Range |
| 46 | 15 mm cement plasterBeyond 10 mt. and upto 13 mt. range |
| 47 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge |
| 48 | G.F to 3rd FL |
| 49 | Providing and inserting 12 mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the istance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer In-Charge |
| 50 | 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.) |
| 51 | Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage ompensating Cement in concrete/RCC work. |
| 52 | Considering Cement @ 0.5 kg/ Nipple. |
| 53 | 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 |
| 54 | 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. |
| 55 | 110 mm diameter |
| 56 | UPVC Fittings: |
| 57 | Single tee without door |
| 58 | 110x110x110 mm |
| 59 | Bend 87.5° |
| 60 | 110 mm bend |
| 61 | 110 mm Shoe |
| 62 | Modified Estimated Cost after using correction factor on DSR-2023 on account of GST @ 0.973 ( vide OM No.- 158/SE(TAS)/GST/2024/02-E dated:- 08.08.2024 |
| 63 | Add enhancement for Cost Index @23.00% (For Kolkata) on DSR-2023 item Vide OM no- 34 (1) /SDG(Kol) / Cost Index /2026/915 dt. 19.05.2026 of EE(P)€,SDG(Kolkata),CPWD Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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