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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance HURA HURA HURA DIST PURULIA W B PIN 723130 | PURULIA | WEST BENGAL | 723130 | L1 | Admitted-Finance | |
| 2 | L2₹4.3 L+₹21,533.33 (5.23%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹4.8 L+₹71,790 (17.4%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIVERSAL ENGINEERING CONSTRUCTION L3 | DUTTA CONSTRUCTION L1 | AA SOLUTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 65 | Sqm | 60 ₹3,900 | 20 ₹1,300 Lowest | 41 ₹2,665 |
| 2.00 | Dismantling asbestos/GI/profile sheet roofing including ridges, hips valleys and gutters etc and stacking within 50m lead | 35 | Sqm. | 30 ₹1,050 Lowest | 40 ₹1,400 | 115 ₹4,025 |
| 3.00 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge | 750 | Kg | 5 ₹3,750 | 20 ₹15,000 | 3 ₹2,250 Lowest |
| 4.00 | Brick work with FPS bricks of class designation 75 in Super Structure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) | 4 | Cum | 6,800 ₹27,200 Lowest | 8,000 ₹32,000 | 7,672 ₹30,688 |
| 5.00 | Centering & shuttering including strutting, propping etc & removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 12 | Sqm | 350 ₹4,200 Lowest | 400 ₹4,800 | 457 ₹5,484 |
| 6.00 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level | 1.5 | Cum | 7,800 ₹11,700 | 8,000 ₹12,000 | 6,690 ₹10,035 Lowest |
| 7.00 | Reinforced cement concrete work in walls (any thickness) in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. | 0.25 | Cum | 8,000 ₹2,000 Lowest | 8,000 ₹2,000 Lowest | 8,655 ₹2,163.75 |
| 8.00 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. | 170 | Kg | 104 ₹17,680 | 110 ₹18,700 | 90.5 ₹15,385 Lowest |
| 9.00 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 16 | Sqm | 650 ₹10,400 | 300 ₹4,800 Lowest | 541 ₹8,656 |
| 10.00 | 12 mm cement plaster of mix of mix 1:4( 1 cement : 4 coarse sand). | 65 | Sqm | 370 ₹24,050 | 350 ₹22,750 | 177 ₹11,505 Lowest |
Tender Value
₹5.1 L
EMD Value
₹10,165
Closing Date
25 Jul 2025, 2:30 pmClosed
DIRECTOR, CSIR-CMERI
The Director, CSIR-CMERI, Durgapur 713209, West Bengal
External renovation of CFMTTE lab at CSIR-CMERI Institute campus, Durgapur-09
2025_CSIR_240928_1
14/334/25-26/CI/Capital/ESD
Open Tender
Civil Works
Item Rate
60 days
CSIR-CMERI INSTITUTE, DURGAPUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
DIRECTOR, CSIR-CMERI
₹10,165
6 Aug 2025
15 Jul 2025
28 Jul 2025
15 Jul 2025
25 Jul 2025
15 Jul 2025
Amount
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.
Dismantling asbestos/GI/profile sheet roofing including ridges, hips valleys and gutters etc and stacking within 50m lead
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge
Brick work with FPS bricks of class designation 75 in Super Structure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
Centering & shuttering including strutting, propping etc & removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level
Reinforced cement concrete work in walls (any thickness) in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.
Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
12 mm cement plaster of mix of mix 1:4( 1 cement : 4 coarse sand).
Supplying and fixing rolling shutters of approved make, made of required size galvanised M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 16.80 sqm in area
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coat.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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
Finishing walls with Acrylic Smooth exterior paint of required shade on new work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
Providing and fixing 50 Hz Automatic Electric Roller Shutter Motor, Output Torque: 1200 Kgfcm, MOTOR R.P.M 1400, OUT PUT R.P.M 52, WINDING COPPER for smooth operation of existing rolling shutter all complete.
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
AA SOLUTION (BID ID -873613)
UNIVERSAL ENGINEERING CONSTRUCTION (BID ID -876531)
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