Power Boards / Undertakings / PSU Closing in 30 days TDR #57123215

Tender For Carrying Out Replacement Of repair renovation Wall With Reinforced Cement Concrete Wall, Modification Of Existing Staircase, Reinforced Cement Concrete Works In Substructure And Superstructure & Various Miscellaneous Works Of Civil, Electr

Issued by Boards / Undertakings / PSU · Mumbai Suburban, Maharashtra
Tender Value
1.49 Crore
Estimated cost
Bid Submission
21 Sep 2026
30 days left
EMD
3.51 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Carrying Out Replacement Of repair renovation Wall With Reinforced Cement Concrete Wall, Modification Of Existing Staircase, Reinforced Cement Concrete Works In Substructure And Superstructure & Various Miscellaneous Works Of Civil, Electrical, Mechanical For Rcnd Pantry At Rcnd Stilt Area At North Site, Barc.

BOQ

Name of Work:- Carrying out replacement of RR wall with RCC wall, Modification of Existing Staircase, RCC works in substructure and superstructure & various miscellaneous works of Civil, Electrical, Mechanical for RCnD Pantry at RCnD Stilt Area at North Site, BARC.
Sl. No. Item Description
1Part- A: Civil WorksEarth 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
2From 0.00 to 1.50 m depth from Average Ground Level
3From 1.50 to 3.00 m depth from Average Ground Level
4Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates is applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 30% in respect of debris from corresponding STACK / TRUCK Measurement
5Debris
6Providing 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 specifications and drawings but excluding the cost of Form work shuttering, centering Complete at all levels. The minimum cement content for RCC works should be as per the latest revision of the relevant IS code.
7Providing 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. The minimum cement content for RCC works should be as per the latest revision of the relevant IS code.
8Providng 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
9Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), 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. The minimum cement content for RCC works should be as per the latest revision of the relevant IS code.
10Providing 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. The minimum cement content for RCC works should be as per the latest revision of the relevant IS code.
11Up to Plinth Level.
12In super structure up to 20.00 metre height
13Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .
14Providing , supplying and fixing pre-moulded joint filler board of approved make for expansion joints including cutting, positioning, supporting, scaffolding & filling with approved sealing compound etc. at all levels substructure and Super structure complete as per drawings and specifications and as directed by the Project engineer at site. a) 50 mm thick ( for more than 50 mm thick joints Boards to be pasted together as per manufacturers specifications every 50 mm thick shall be measured and paid for.
15Providing 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 contractor
16Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor shall be of approved equivalent quality or product meeting technical parameters, confirming to IS 1786. All test reports to be provided along with the supply of the materials
17Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted.
18The structural steel shall be of approved equivalent quality or product meeting technical parameters. All test reports to be provided along with the supply of the materials
19Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted.
20Up to and including 300 mm Joists, 350 mm channels, and below sections using materials of approved equivalent quality or product meeting technical parameters. All test reports to be provided along with the supply of the materials
21Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted.
22Providing , 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
23For Sub Structure
24For Super Structure
25Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash / Flyash Lime bricks with minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.
26Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.
27Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc. complete as per drawings and specifications.
28Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site. 110 mm dia UPVC Pipes
29Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make 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
30Providing 20 mm thick plastering using Ready mix external plastering compound of approved make 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
31Providing 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)
32Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete.
33Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge.
34Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. For all sizes upto 60cm x 60cm. Note: Industrial grade anti-skid tiles will also be measured and paid under this item.
35Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge
36Murum 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)
37Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately)
38Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) Note: The contractor shall provide screws, MS tie rods etc. No extra payment will be made for it.
39Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item)With clear toughened float glass panes of 6.00 mm thickness
40Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections
41Providing and fixing approved quality and shape star locks cum handle of approved make for sliding shutters
42Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters
43Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Up to 5 mm depth and 5 mm width
44Providng and fixing Aluminium Grill 10 mm thick in anodising of min 15 microns of approved shade with a opening size of 120mm x 75mm and minimum weight of 2.64 Kg/ Sq.M including providing anfd fixing Suitable 'F' / 'H' section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-charge Aluminium alloy shall be of 6063-T6 with yield strength of minimum 6.5 kg / sq.mm.
45Extra for providing Aluminium Grill 10 mm thick with colour anodised by the manufacturer (Champagne, black, Bronze, Gold colours) complete all as per specifications and as directed at site by the Engineer-in-charge
46Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge
47Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
48Providing and painting with epoxy polyurethane (PU) paint using 2 coats of high-build coating as a finishing coat over a priming coat of high-build primer over steel surfaces at all locations, prepared and applied as per specifications. This includes surface preparation by cleaning with a wire brush, rubbing, scraping, applying sandpaper, making the surface free of rust, dust, dirt, etc., and filling holes, joints, and cracks if any using epoxy putty, as directed at the site to achieve a minimum overall dry film thickness of 170 microns (50-micron primer coat + 120-micron finishing coat). On steel surfaces.
49Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge
50Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and 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 thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding
51Providing , painting and finishing walls with two coats of exterior emulusion paint of approved make on sand face plaster/ plain plaster & concrete of required shade over new work including base coat of water proofing cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.
52Dismantling 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
53Dismantling 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
54Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
55Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
56Dismantling 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
57Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc.
58Dismantling 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
59Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead
60Dismantling stone slab flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead
61Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete. \\"T\\" or \\"L\\" iron or pipe
62Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead Bituminous road
63Dismantling 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
64Dismantling old ceiling plaster carefully and cleaning the surface for plaster including scaffolding disposal of rubbish to the dumping ground within 200 m lead etc. complete as directed by the Engineer-in-charge
65Providing and fixing GI chain link fabric fencing made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge.
66Providing and fixing 450 mm Dia concertina barbed tape coil made from M.S galvanized ribbon tape of 0.5 mm thickness, 19 mm width stretching the coil to 9 m approximate, fixing the coil with clips between \\"Y\\" armed and MS angle posts 2.44 m high from ground level, including supplying and fixing MS galvanized clips etc. complete as per manufacturer's specification and including painting by dipping method the concrtina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved primer at fabrication shop, before bringing the material to the site and fixing in position etc. complete as directed by the Engineer-in-charge.
67Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 met. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as directed by the Engineer-in-charge Galvalume sheet roofing 0.50 mm Thickness in Single sheet
68Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete.
69Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashings
70Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings. 16 MM diameter 150 mm Long
71Providing 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
72(i) single socketed pipes 75 mm diameter
73(ii) single socketed pipes 110 mm diameter
74Providing SFMC Micro concrete for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge
75Using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment)
76Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge
77Electrical welding (6 mm Fillet) including transporting Electrical welding plant to the site etc. complete
78Providing, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make.
79For 15 mm Dia G.I pipe
80For 25 mm Dia G.I pipe
81For 40 mm Dia G.I pipe
82For 50 mm Dia G.I pipe
83For 80 mm Dia G.I pipe
84Painting G.I pipes with 2 coats of synthetic enamal paint of approved colour over a coat of approved Zinc Chromate Primer all as per specifications and as directed by the Engineer-in-charge.
85For 15 mm Dia G.I pipe
86For 25 mm Dia G.I pipe
87For 40 mm Dia G.I pipe
88For 50 mm Dia G.I pipe
89For 80 mm Dia G.I pipe
90Making connection of distribution branch with G.I main of 25 to 40 mm nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge
91Providing and fixing C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Engineer-in-charge
9215 mm dia bib cock fancy variety quarter turn of approved type and make
93Providing and fixing C.P Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge
9415 mm n.b CP Brass open stop cock of approved make and type
95Providing and fixing G.M / brass ferrule in existing water main lines of specified dia and making connections including drilling / boring complete all as directed by the Engineer-in-charge
9625 mm Ferrule
97Providing and fixing viterious China wash basin of approved make and colour with C.I. brackets, 15 m C.P. brass pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge
98White vitreous China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models)
99Providing and fixing stainless steel AISI 304 (18/8) satin finish kitchen sink with drain board with over all size of 1145 x 510 mm and bowl size of 560 x 410 mm and 200 mm depth of approved make and model with C.I. brackets and stainless steel waste coupling, fittings, including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried.complete as per specifications and as directed by the Engineer-in-charge
100Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge .
101Providing and fixing minimum 15- 17 mm thick gang saw cut mirror polished granite (premoulded and prepolished) machine cut ZEBRA BLACK colour granite for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edge to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels
102Extra for providing edge moulding to 17 mm thick marble stone / Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish et. Complete as per design approved by Engineer-in-charge. Granite work
103Providing and fixing dry stone pitching 22.5 cm thick laid in required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete as directed by the Engineer-in-charge
104Providing and grouting the joints of rubble stone pitching with cement mortar 1:3 and pointing the surfaces as directed complete as directed by the Engineer-in-charge Please Enable Macros to View BoQ information
105Providing and grouting the joints of rubble stone pitching with cement mortar 1:3 and pointing the surfaces as directed complete as directed by the Engineer-in-charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57123215
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 1.49 Crore
LAST DATE 21-09-2026
Authority
Authority Name Bhabha Atomic Research Centre
Work Description Tender for Carrying Out Replacement Of repair renovation Wall With Reinforced Cement Concrete Wall, Modification Of Existing Staircase, Reinforced Cement Concrete Works In Substructure And Superstructure & Various Miscellaneous Works Of Civil, Electrical, Mechanical For Rcnd Pantry At Rcnd Stilt Area At North Site, Barc.
Basic Detail
Tender No BARC/CED/ET/34/2026-2027 Dated 13/08/2026
Bidding Type Tender
Location
City Mumbai Suburban
State Maharashtra
Key Dates
Publish Date 20 Aug 2026
Submission Date 21 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value 1.49 Crore
Tender Fee Ref. Documents
EMD 3.51 Lakhs
Exemption Not Available
Document List
BOQ_969944.xls
CanteenSectionRequirements.pdf
e538bacc-b4e4-4fb5-a1a8-fc213d273aea.html
Electricalpaymentterms.pdf
Electricalspecifications1.pdf
Electricalspecifications2.pdf
Electricalspecifications3.pdf
GeneralNotes.pdf
Mechanicalworksspecifications.pdf
PHdrawingGeneralnotes.pdf
PHdrawinglayout.pdf
ProformaOfSchedulesET34.pdf
RevisedArchitecturalDrawing.pdf
ScheduleAET34.pdf
Structuraldrawings.pdf
TechnicalbidET34.xls
Tendernotice_1.pdf
Tendernotice_2 (2).pdf

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Tender Timeline

Aug 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 30 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 33 days

Tender Documents

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xls

BOQ_969944.xls

pdf

CanteenSectionRequirements.pdf

html

e538bacc-b4e4-4fb5-a1a8-fc213d273aea.html

pdf

Electricalpaymentterms.pdf

pdf

Electricalspecifications1.pdf

pdf

Electricalspecifications2.pdf

pdf

Electricalspecifications3.pdf

pdf

GeneralNotes.pdf

pdf

Mechanicalworksspecifications.pdf

pdf

PHdrawingGeneralnotes.pdf

pdf

PHdrawinglayout.pdf

pdf

ProformaOfSchedulesET34.pdf

pdf

RevisedArchitecturalDrawing.pdf

pdf

ScheduleAET34.pdf

pdf

Structuraldrawings.pdf

xls

TechnicalbidET34.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (2).pdf

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