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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.7 LAccepted-AOC CHAKKITTAPARA KOZHIKODE DISTRICT KOYILANDI TALUK P O CHAKKITTAPARA | ₹69.7 L | L1 | Accepted-AOC Agreement Executed and Work Awarded |
| 2 | L2₹71.2 LRejected-AOC | ₹71.2 L | L2 | Rejected-AOC Agreement Executed and Work Awarded |
| 3 | L3₹72.1 LRejected-Finance | ₹72.1 L | L3 | Rejected-Finance Higher rate Quoted |
| 4 | L4₹88.9 LRejected-Finance | ₹88.9 L | L4 | Rejected-Finance Higher rate Quoted |
| 5 | L5₹92.0 LRejected-Finance | ₹92.0 L | L5 | Rejected-Finance Higher rate Quoted |
| Sl No | Description | Qty | Unit | ABHILASH K K L1 | T.AJAY L5 | SIDDIQUE M K L3 | Santhosh Kumar K.V. L4 | ABBAS C.M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Building | ||||||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 3.05 | cum | 2,829.69 ₹8,633.38 | 3,600 ₹10,983.60 | 2,926.7 ₹8,929.36 | 3,608 ₹11,008.01 | 2,900 ₹8,847.90 |
| 1.00 | OD329643/2025-2026:Dismantling Interrlock work including stacking material within 50 metres lead.For thickness of interlock above 40 mm and up to 60 mm | 60 | sqm | 503.4 ₹30,204 | 150 ₹9,000 | 127.2 ₹7,632 | 156 ₹9,360 | 125 ₹7,500 |
| 1.00 | OD327623/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable and less cement used as per design mix is recoverable separately .All work above plinth level upto floor V level | 60.86 | cum | 8,391.9 ₹5.1 L | 13,000 ₹7.9 L | 10,301.2 ₹6.3 L | 12,701 ₹7.7 L | 10,240 ₹6.2 L |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 129.96 | sqm | 777.22 ₹1.0 L | 1,000 ₹1.3 L | 803.9 ₹1.0 L | 991 ₹1.3 L | 800 ₹1.0 L |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 123.53 | sqm | 587.9 ₹72,620.35 | 750 ₹92,643.75 | 608.1 ₹75,115.55 | 750 ₹92,643.75 | 600 ₹74,115 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 191.85 | sqm | 740.76 ₹1.4 L | 950 ₹1.8 L | 766.2 ₹1.5 L | 945 ₹1.8 L | 760 ₹1.5 L |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 57.63 | sqm | 787.54 ₹45,385.93 | 1,000 ₹57,630 | 814.5 ₹46,939.64 | 1,003 ₹57,802.89 | 800 ₹46,104 |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 23.62 | sqm | 755.1 ₹17,839.24 | 825 ₹19,490.63 | 657.4 ₹15,531.08 | 810 ₹19,136.25 | 650 ₹15,356.25 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 60.4 | metre | 175.8 ₹10,618.32 | 250 ₹15,100 | 181.8 ₹10,980.72 | 224 ₹13,529.60 | 180 ₹10,872 |
Tender Value
₹83.0 L
EMD Value
₹50,000
Closing Date
3 Mar 2026, 3:00 pmClosed
Execcutive Engineer
Building Division Mananchira Kozhikode
GENERAL The construction of school building for Government Higher Secondary School Kokkallur, Kozhikode Kozhikode General Civil Work
2026_PWD_840608_1
79/EEBK/2025-26
Open Tender
Civil Works - Buildings
365 days
Kokkallur, Balussery
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jun 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
Construction of Building
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
OD329643/2025-2026:Dismantling Interrlock work including stacking material within 50 metres lead.For thickness of interlock above 40 mm and up to 60 mm
OD327623/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable and less cement used as per design mix is recoverable separately .All work above plinth level upto floor V level
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
10.30.1:Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :4.0 mm thick glass panes
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
9.147A.3:Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm).
OD327997/2025-2026: Providing and fixing 1.50 mm thick GALVENO sheet door with frame of 100x63x1.50 mm hollow GI tube and 76X25X1.20 mm GI tube frame, all necessary fittings complete, including approved primer coat of approved steel primer with super vision of Eng. details of cost of .door size 1.20x 2.10=2.52sqm
OD327624/2025-2026: Providing and fixing 1 mm thick pressed steel sheet door with frame of 100x50x5 mm hollow iron tube and 3 mm pressed steel gusset plates at the junctions and corners, all necessary fittings complete, including approved primer coat of approved steel primer with super vision of Eng. details of cost of .door size 2.4x 2.4=5.76 sqm
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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
OD329708/2025-2026:Providing and laying matt finished 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), etc complete , joints are filled with epoxy grout.Size of Tile1200x600 mm
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade: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)
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
OD329689/2025-2026:Back filling with quarry muck for strengthening foundation in layers , consolidating, ramming and watering each by as per instruction of engineer in charge (each 20cm layer ramming separately)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
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.
OD329912/2025-2026:Providing and fixing UPVC rectangular gutter of size 20x15x15 , fittings including fixing the gutter with clamps at 1.00m spacing. This includes joining of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chased and making good the wall etc.
50.18.8.8.2:Providing and fixing PVC pipes, fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per the direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 4 kgf/cm2
OD329648/2025-2026:Demolishing Laterate wall manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead and lift/drop above 10m as per direction of Engineer-in-Charge.In cement mortar
OD329903/2025-2026:Providing and fixing white or black board for class room as per instruction of engineer in charge.
9.90.3:Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.Size 65 mm
21.8.1:Filling the gap in between aluminium frame & adjacent RCC/ Brick / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawing and direction of Engineer-in -Charge complete.Upto 5 mm depth and 5 mm width
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