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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.6 LAdmitted-Finance | ₹50.6 L | L1 | Admitted-Finance |
| 2 | L2₹57.8 L+₹7.3 L (14.3%)Admitted-Finance 00 BARGO BARGO SENDULI BENDULI GORAKHPUR UTTAR PRADESH 273016 | GORAKHPUR | UTTAR PRADESH | 273016 | ₹57.8 L+₹7.3 L (14.3%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT. Submitted invalid GST Registration certificate. |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-As per NIT, EMD should be issued in favour of Pay & Account Officer, BRIT. However EMD is prepared in favour of Shiv Langeshwar Enterprises.
As per bank statement, only printed term deposit receipt are valid, handwritten receipt are not valid. |
| 5 | Not Admitted-Fee/PreQual/Technical ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | - | - | Not Admitted-Fee/PreQual/Technical Others-As per NIT, EMD should be issued in favour of Pay & Account Officer, BRIT. However EMD is prepared in favour of Sunil Construction. |
| Sl No | Description | Qty | Unit | MARUTI ENTERPRISES L2 | M/s ADL INFRASTRUCTURE L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m | 300 | KG | 100 ₹30,000 | 15 ₹4,500 Lowest |
| 2.00 | Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete etc "T" or "L" iron or pipe | 20 | NOS | 100 ₹2,000 Lowest | 150 ₹3,000 |
| 3.00 | Demolishing 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 | 20 | CuM | 200 ₹4,000 Lowest | 1,000 ₹20,000 |
| 4.00 | 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. | 5 | CuM | 200 ₹1,000 Lowest | 1,200 ₹6,000 |
| 5.00 | 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 | 2 | CuM | 2,000 ₹4,000 | 1,400 ₹2,800 Lowest |
| 6.00 | 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 rank vegetation, grass, brush wood etc. complete and as directed by the Engineer-in-charge .
From 0.00 to 1.50 m depth from Average Ground Level | 190 | CuM | 500 ₹95,000 | 250 ₹47,500 Lowest |
| 7.00 | Supplying, 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 | 535 | SQM | 550 ₹2,94,250 Lowest | 600 ₹3,21,000 |
| 8.00 | Providing and laying in position cement concrete of 1:3:6/ M-10 with minimum cement content 220 Kg/Cum (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 | 56 | CUM | 7,000 ₹3,92,000 | 6,500 ₹3,64,000 Lowest |
| 9.00 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings 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 For Sub Structure | 230 | SQM | 800 ₹1,84,000 | 450 ₹1,03,500 Lowest |
| 10.00 | 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 contractor. Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL or TATA make only using virgin materials | 3.6 | MT | 1,00,000 ₹3,60,000 | 98,000 ₹3,52,800 Lowest |
Tender Value
₹64.3 L
EMD Value
₹1.3 L
Closing Date
16 May 2025, 3:00 pmClosed
CE BRIT
BRIT-BARC Vashi Complex, SEC-20, Vashi, Navi Mumbai-400703
Design Fabrication and Construction of Store Yard with Metallic Shed at BRIT Vashi Complex.
2025_BRIT_856525_1
BRIT/ES/CIVIL PH/2023-2024/12
Open Tender
Civil Works
Item Rate
182 days
BRIT-BARC Vashi Complex, SEC-20, Vashi Navi Mumbai
As per tender document.
3 documents required · 3 mandatory
₹0
₹1.3 L
Office of GM ESSA
29 Aug 2025
15 Apr 2025
17 May 2025
15 Apr 2025
16 May 2025
3 May 2025
15 Apr 2025 - 22 Apr 2025
29 Apr 2025
Amount
Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m
Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete etc "T" or "L" iron or pipe
Demolishing 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
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.
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
Supplying, 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
Providing and laying in position cement concrete of 1:3:6/ M-10 with minimum cement content 220 Kg/Cum (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
Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings 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 For Sub Structure
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 contractor. Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL or TATA make only using virgin materials
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. Note: (i) In view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based super plasticizers) shall be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost. iii) Minimum cement content .
Providing, 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. (i) Every possible precaution shall he taken to ensure that the damaged surface(s) shall be thoroughly clean, dry, free from condensation, moisture, dust, oil grease, rust, dirt and other contaminants before the application of the touch-up/repair processes. (ii) Blast cleaning and painting shall not be conducted when the surfaces are less than 3 °C above dew point or when the relative humidity of the air is greater than 85%. (iii) Any paint found to be incorrectly applied shall be removed and repainted to the appropriate painting/coating requirement. (iv) Surface preparation, whenever possible, shall be carried out by dry blast-cleaning. Where dry blast cleaning is not feasible due to limited access, risk of damage to equipment, light gauge steel, proximity to electrical or instrumentation components, hand or power tool cleaning shall be applied. This shall be followed by solvent cleaning prior to painting. Where the damaged surface being repaired lies adjacent to a previously coated surface, the cleaning shall extend to the surrounding coating by a minimum of 25 mm on all sides and the edges shall be "chamfered" to ensure continuity of the patch coating. (v) Appropriate protection, shields or screens shall be used to cover the remainder of the previously coated surface to prevent any possibility of damage to or contamination of the coating before starting any repair work.
Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge Brickwork in super structure with standard bricks in C.M 1:4 using crushed Sand
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)
Providing 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.
Providing 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 up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge.
Providing 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
Providing 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. Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashings
Providing and fixing UV stabilised fibre glass reinforced plastic sheet roofing / vertical lines upto any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts and nuts 8 mm dia. G.I. plain / bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified and as directed by the Enginer-in-charge 2.0 mm thick corrugated (2.5" or 4.5"or 6") or step - down (2"or 3" or 6") as specified.
Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of EPILUX-13 High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces
Providing, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge On Plain plastered / concrete sufaces
Providing Marble work using marble (Polished and machine cut) of minimum thickness 17 mm for wall lining (Veneer work) in C.M 1:3 (using crushed sand) including pointing with white cement mortar 1:2 (Using Marble dust) with an admixture of pigment to match the marble shade ,To be secured to the backing by means of cramps, all as per specifications and as directed by the Engineer-in-charge Udaipur Green Marble slab using crushed sand
Providing 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 equivalent quality 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) Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)
Providing 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 float glass panes of 5.00 mm thickness
Providing and fixing approved quality and shape star locks cum handle of approved make for sliding shutters
Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters
Designing, providing and fixing of 4 mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification (Aluminium frame work will be paid under reelevant item)
Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters Rolling shutters gear operated type with handles including top hood 0.90 mm thick
Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge
Providing and laying chequered / patterned tiles 400 X 400 X 35 mm thick of approved make including levelling, curing, finisihing and cleaning etc. complete to obtain required finish complete on 20 mm thick bed of cement mortar 1:4 (using crushed sand) complete. as per specifications and as directed by the Engineer-in-charge
Supply of labour/worker for Job work, which may including loading, unloading, shifting of material, wooden work, welding, plumbing etc or any other work to the site as and when required Unskilled labour
Providing structural and architectural drawing of store yard vetted from certified structural Engineer.
MARUTI ENTERPRISES (BID ID -3215794)
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