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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | ₹11.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.1 LRejected-Finance FLAT NO 12 SAINIK COLONY THRIKKAKARA KERALA INDIA | ERNAKULAM | KERALA | 680667 | ₹11.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹11.4 LRejected-Finance | ₹11.4 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | YGNCONTRACTORS L3 | PRADEEPKUMAR S L1 | SHAMEEM T L2 |
|---|---|---|---|---|---|---|
| 1.00Truss work in the terrace floor | ||||||
| 1.00 | 15.7.1: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 mud mortar | 5.09 | cum | 656.59 ₹3,340.73 | 632.05 ₹3,215.87 | 635 ₹3,230.88 |
| 1.00 | 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 | 3,058.64 | kg | 101.3 ₹3.1 L | 96 ₹2.9 L | 98.42 ₹3.0 L |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 63.36 | sqm | 908.7 ₹57,575.23 | 877 ₹55,566.72 | 878 ₹55,630.08 |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.62 | cum | 11,507.73 ₹64,627.41 | 11,086 ₹62,258.98 | 11,125 ₹62,478 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 103.5 | sqm | 687.35 ₹71,140.73 | 661 ₹68,413.50 | 664.5 ₹68,775.75 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 20.77 | cum | 12,111.37 ₹2.5 L | 11,665 ₹2.4 L | 11,707 ₹2.4 L |
| 1.01 | 5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | 108.36 | sqm | 964.6 ₹1.0 L | 928 ₹1.0 L | 932.84 ₹1.0 L |
| 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 | 33.8 | metre | 205.55 ₹6,947.59 | 201.11 ₹6,797.52 | 198 ₹6,692.40 |
| 1.01 | OD457520/2025-2026: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 6mm metal chips, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 251.02 | sqm | 1,042.84 ₹2.6 L | 1,003 ₹2.5 L | 1,007 ₹2.5 L |
Updated dates
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
2 Mar 2026, 5:00 pmClosed
Municipal Engineer
Karunagappally Municipality
Project no 212/25-26CLASS R O O M R E N N O V A T I O N NAMBARUVIKALA SCHOOL
2026_LSGD_836998_1
3267685-2025
Open Tender
Civil Works - Buildings
180 days
Karunagappally Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,770
Yes
2 Jun 2026
18 Feb 2026
3 Mar 2026
18 Feb 2026
2 Mar 2026
18 Feb 2026
18 Feb 2026 - 2 Mar 2026
Truss work in the terrace floor
15.7.1: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 mud mortar
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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
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
OD457520/2025-2026: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 6mm metal chips, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD466466/2025-2026:labour
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