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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | ₹6.1 L | L1 | Accepted-AOC agreement executed |
| 2 | Rejected-Technical KANNETH PUTHENCRUZ 682308 | ERNAKULAM | KERALA | 682308 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | JOY THOMAS L2 | MOHAMMED ANSAR H L1 |
|---|---|---|---|---|---|
| 1.00 | 2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared | 925 | Sqm | 15 ₹13,875 | 15 ₹13,875 |
| 2.00 | 2.33.1. Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunks and branches, removing the roots and stacking of serviceablematerial.Beyound 30 cm girth up to and including 60 cm girth | 6 | Each | 500 ₹3,000 | 550 ₹3,300 |
| 3.00 | 15.23.2. Dismantling tile work in floors and roofs laid in cement mortar including stackingmaterial within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 10.64 | Sqm | 100 ₹1,064 | 38 ₹404.32 |
| 4.00 | 14.76. Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | 15 | Nos | 500 ₹7,500 | 80 ₹1,200 |
| 5.00 | 15.3. Demolishing R.C.C. work manually / by mechanical means including stacking ofsteel bars and disposal of unserviceable material with in 50 metres lead as perdirection of Engineer -in-Charge | 0.1 | Cum | 3,000 ₹285 | 2,000 ₹190 |
| 6.00 | 15.6. Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work. | 15 | Kg | 30 ₹450 | 8 ₹120 |
| 7.00 | 14.1.1. Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters andunder, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to theplastering the surface of the walls complete, including disposal of rubbish to the plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fines sand) | 32 | Sqm | 500 ₹16,000 | 400 ₹12,800 |
| 8.00 | 15.12.2. Dismantling doors, windows and clerestory windows (steel or wood ) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50metres lead:Of area beyond 3 sq. metres | 1 | Each | 500 ₹500 | 100 ₹100 |
| 9.00 | 15.31. Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 54.3 | Sqm | 150 ₹8,145 | 180 ₹9,774 |
| 10.00 | 15.57. Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceablematerial with in 50 metres lead as directed by Engineer - in-Charge | 19.25 | Sqm | 100 ₹1,925 | 50 ₹962.50 |
Tender Value
₹7.3 L
EMD Value
₹18,100
Closing Date
22 Oct 2025, 6:00 pmClosed
CHIEF EXECUTIVE OFFICER
MYTHRI BHAVAN KAKKANAD
ROOF LEAKAGE AND OTER REPAIR WORKS AT VFPCK HQ IN KAKKANAD
2025_VFPCK_806973_1
VFPCK/ENGG/NODALOFFICE/EKM
Open Tender
Civil Works - Others
45 days
KAKKANAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,250
Yes
₹18,100
19 Jan 2026
8 Oct 2025
24 Oct 2025
8 Oct 2025
22 Oct 2025
8 Oct 2025
Amount
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
2.33.1. Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunks and branches, removing the roots and stacking of serviceablematerial.Beyound 30 cm girth up to and including 60 cm girth
15.23.2. Dismantling tile work in floors and roofs laid in cement mortar including stackingmaterial within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
14.76. Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
15.3. Demolishing R.C.C. work manually / by mechanical means including stacking ofsteel bars and disposal of unserviceable material with in 50 metres lead as perdirection of Engineer -in-Charge
15.6. Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.
14.1.1. Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters andunder, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to theplastering the surface of the walls complete, including disposal of rubbish to the plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fines sand)
15.12.2. Dismantling doors, windows and clerestory windows (steel or wood ) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50metres lead:Of area beyond 3 sq. metres
15.31. Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
15.57. Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceablematerial with in 50 metres lead as directed by Engineer - in-Charge
13.104.1. Polishing on wood work with ready made wax polish of approved brand and manufacture :Old work
15.56. 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
26.28.2. Chipping of unsound/weak concrete material from slabs, beams, columns etc.with manual Chisel and/ or by standard power driven percussion type or of 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 complet eas per direction of Engineer-In-Charge50mm average thickness
26.30.1. Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm 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.Upto and including 12mm dia.
26.31.1. Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-chargecomplete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
22.6. Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less when the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by watercoarsecuring for 48 hours. The entire treatment will be taken upto 30 cm on parapet walland tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose ofmeasurement the entire treated surface will be measured)
2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil
4.1.8.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size).
50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
50.6.1.1. Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for for foundation and plinth thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.13.1 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
12.31.1 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work tobe paid separately) :Flat surfaces
12.31.2 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work tobe paid separately) :curved surfaces
13.82.2 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surfaceto prepare the surface even and smooth complete.
13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
12.50 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 (5.5x55mm) 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
50.9.11.1 Providing and fixing Thomson Multi wood board or equivalent make paneling 12 mmthick, to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-in-charge.
17.7.1. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 630x 450 mm with single 15 mm C.P. brass pillar tap
11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades expect White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete
11.41.2. Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
50.18.7.1.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 15mm dia 12kgf/cm2 -Internal work- Exposed on wall
50.18.7.3.1 Providing and fixing PVC pipes, fittings including fixing the pipe with claps at 1.00 metre spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 12Kgf/cm2 - Internal work - Exposed on wall
50.18.7.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with claps at 1.00 metre spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - Internal work - Exposed on wall
18.48. Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
21.1.1.1. 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, Aluminnium snap beading for glazing /paneling, 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):For fixed portionPowder coated aluminium(minimum thickness of powder coating 50 micron)
21.1.2.1 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
21.3.1. 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 . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness
50.9.15.1 Supplying and fixing 200 mm Aluminium aldrop
Providing and fixing 1 HP motor including 1.5 Sqm cable, 16 amp switch and related items including labour and transportation as per the direction in engineer in charge.
Engaging labour for shifting and claeing the roof area and other office side. As per the direction in engineer in charge.
JOY THOMAS (BID ID -2398707)
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