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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.0 LAccepted-AOC | ₹68.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.4 LRejected-AOC | ₹71.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹73.6 LRejected-AOC | ₹73.6 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | P K NIYAS L1 | K.M shamsudheem L2 | AKHILNATH TV L3 |
|---|---|---|---|---|---|---|
| 1.00Dismantling | ||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.79 | cum | 2,265.25 ₹8,596.62 | 2,250 ₹8,538.75 | 2,302.73 ₹8,738.86 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 15.06 | cum | 1,917 ₹28,875.77 | 2,000 ₹30,126 | 1,948.59 ₹29,351.61 |
| 1.00 | 15.31:Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 459.81 | sqm | 195.43 ₹89,860.67 | 200 ₹91,962 | 198.66 ₹91,345.85 |
| 2.00Construction of New Class Rooms at FF | ||||||
| 2.00 | OD263772/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 (Above Plinth) 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 - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work above Plinth level up to Floor five level | 69.59 | cum | 11,250 ₹7.8 L | 11,500 ₹8.0 L | 11,905.42 ₹8.3 L |
| 2.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 147.59 | sqm | 686.6 ₹1.0 L | 672 ₹99,180.48 | 697.95 ₹1.0 L |
| 2.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 168.26 | sqm | 850 ₹1.4 L | 900 ₹1.5 L | 922.72 ₹1.6 L |
| 2.00 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 20.03 | sqm | 742.34 ₹14,869.81 | 726 ₹14,542.51 | 754.6 ₹15,115.39 |
| 2.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 43.02 | sqm | 919.75 ₹39,567.65 | 900 ₹38,718 | 934.9 ₹40,219.40 |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
20 Jan 2026, 2:00 pmClosed
The Executive Engineer
PWD Buildings Division Ernakulam
construction of new class rooms above the ground floor of existing building of L.P School Govt.North Kadungallur and Roof aintenance work of adjacent building
2026_PWD_826719_1
PWD/BLDG/TR/11484/2024_5_1_1/1
Open Tender
Civil Works - Buildings
365 days
North kadungallur
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
21 Feb 2026
9 Jan 2026
22 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
Dismantling
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.31:Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
Construction of New Class Rooms at FF
OD263772/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 (Above Plinth) 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 - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work above Plinth level up to Floor five level
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
OD249782/2025-2026:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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
4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
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
OD73188/2024-2025:Supplying and fixing Pressed Steel windows using frame 82x62mmX1.2mm and shutters 50x20x1.2 mm made out of Galvano steel sheets welded and assembled with 12 mm dia MS rod at 10 cm horizondally and 25x5 mm flat-2 nos vertically per pannel as grill with SS butt hinges,hooks,eye,stay and MS handles and fitted with 10x 10 mm Aluminium C channel as beading and then fitted with 4 mm thick plain glass and finally applied with zincromate yellow primer.
OD73189/2024-2025:Supplying and fixing Pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60 mm using 18G (1.2mm TATA GALVANO) sheet and shutter made of section 75x30cm using 20G (1.0mmGALVANO) sheet outer styles and horizontal members and then inserted with enclosed and stiffened sheet as per specification with Zinc cromate primer coat ,SS handle ,SS aldrop SS but hinges etc.including labour charges,conveyance etc Complete
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
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 20 mm 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 600 x 600 mm.
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
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.
16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
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.)
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
13.71:Lettering with black Japan pint of approved brand and manufacture
OD73190/2024-2025:Supplying and fixing Inauguration stone
Truss work for Existing Old Block
OD263826/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 (Above Plinth) 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 - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work above Plinth level up to Floor five level
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
50.10.1: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
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.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ).
50.12.4.1:Providing and fixing false ceiling with 7.5 mm thick PVC plain panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete (aluminium frame work shall be paid separately)
OD250579/2025-2026:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level 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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
21.2.2:Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre- laminated particle board with decorative lamination on both sides
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 (weight not less than 10kg/sqm)
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