Tender For Upgradation Of Tsd Building Including Civil, Electrical, Mechanical, Ventilation & Telecommunication Works And Miscellaneous Civil Works At Sea Side Buildings, Barc, Trombay, Mumbai.
Tender Value
3.56 Crore
Estimated cost
Bid Submission
29 Oct 2026
11 days left
EMD
8.41 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
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Tsd Building Including Civil, Electrical, Mechanical, Ventilation & Telecommunication Works And Miscellaneous Civil Works At Sea Side Buildings, Barc, Trombay, Mumbai.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Oct-2026 | eCorrigendumNo1ET45 | Other | 29-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Part - A : Civil Works :Dismantling doors, windows and clear storey openings (steel /wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area 3.00 SqM and below |
| 2 | Dismantling doors, windows and clear storey windows (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area beyond 3.00 Sq.M |
| 3 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 10 mm and up to 25 mm. Note : Bedding mortor also to be removed along with tiles. |
| 5 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 25 mm and up to 40 mm |
| 6 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 7 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in charge. |
| 8 | Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. |
| 9 | Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead. |
| 10 | Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplaus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge |
| 11 | Dismantling flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 100 m lead |
| 12 | Dismantling roofing including ridges, valleys and gutter etc and stacking the material within 50 m lead G.S Sheet / FRP Sheet / AC Sheet/Metal Sheet |
| 13 | Removing the damaged PVC Flooring carefully including removing the resins sticking on the floor, cleaning the floor carefully stacking the serviceable materials at places shown anddisposing the unserviceable materials within 50 mlead at places shown complete as directed by the Engineer-in-charge. |
| 14 | Removing existing damaged rolling shutter and transporting the same to Trombay village stores in truck or tempo. The rates are inclusive loading unloading complete as directed. Note : Opening size of Door will be measured for payment. |
| 15 | Removing/dismantling the sanitary appliances along with all connections, chiselling the embedded portions, screwing out all inter connections and proper plugging of the inlets and outlets to avoid leakages/water spilling etc.from all the floor level stacking the dismantled materials within 50 m. lead and as directed by Engineer-incharge. |
| 16 | Existing GI/CI/PVC/UPVC/CPVC etc. pipelines along with all fixtures & resurfacing the surface if required with existing finish etc. complete as directed |
| 17 | Dismantling Water closet, bowl type/flat back urinals with cisterns, Wash basin, sinks of any size etc., including stacking of useful materials near the site and disposal of unserviceable materials within 200 m lead |
| 18 | Shower, Bib tap, stop cock, piller tap, gate valve,ball cock, Nahani trap,bottle trap,urinal spreader, Flush cock etc. |
| 19 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. |
| 20 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead |
| 21 | Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead. |
| 22 | Lead charges for debris for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. |
| 23 | Lead charges for debris for lead Exceeding 3 KM but Not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Note: The rates in respect of Item Nos. 19 and 20 are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement. |
| 24 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. |
| 25 | From 0.00 to 1.50 m depth from Average Ground Level |
| 26 | From 1.50 to 3.00 m depth from Average Ground Level |
| 27 | Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC) |
| 28 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels.Note: The minimum cement content should be as per the latest revision of the relevant IS code. |
| 29 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels.Note: The minimum cement content should be as per the latest revision of the relevant IS code. |
| 30 | Providing and Laying cement concrete 1:2:4 in super structure (1 cement, 2 crushed sand, 4 brick aggregates 20 mm to 40 mm) for filling sunken floors of toilet bath & kitchen admixed with proprietary water proofing compound as per manufacturer's specifications and approved by Engineer-in-charge including scaffolding, consolidation, finishing curing etc. Note: The minimum cement content should be as per the latest revision of the relevant IS code. |
| 31 | Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge |
| 32 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note: The minimum cement content should be as per the latest revision of the relevant IS code. |
| 33 | Extra for PCC/ RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants . |
| 34 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings specifications and as directed by the Engineer-in-charge at all levels |
| 35 | For Sub structure |
| 36 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the Department. Notes : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories with out any extra cost. 2. Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3. Cover blocks shall be of same grade of concrete. |
| 37 | Using TMT bars Conforming to IS:1786 of specified grades of all sizes. TMT bars to be supplied by the contractor of approved brands or approved equivalent meeting all the technical parameters as per relevant codes and standards. |
| 38 | Providing and constructing brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ Sq.cm strength of approved size and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in super structure above plinth up to and including Floor II level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings |
| 39 | Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks in suerstructure upto floor II level with minimum 70 kg / Sq.cm strength of approved size and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in partition walls in C.M 1:4 using crushed sand including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement. (Note : Reinforcement will be paid under relevant item) |
| 40 | Providing 12 mm thick Internal plastering in cement mortar 1:4 without cement punning (using crushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete. |
| 41 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge. |
| 42 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 43 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured) |
| 44 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. |
| 45 | Providing and injecting approved Non shrink cementitious grout in proportion recommended by the manufacturer into cracks/holes/gaps/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. |
| 46 | Providing and fixing 3 mm thick Aluminium sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment including all materials, labour, scaffolding complete as per drawings and specifications. |
| 47 | 150 mm wide anodized 3 mm thick Aluminium sheet to the shape. Please Enable Macros to View BoQ information |
| 48 | 150 mm wide anodized 3 mm thick Aluminium sheet to the shape. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 11 daysOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 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