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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC | ₹11.7 L Quoted ₹12.6 L | L1 | Accepted-AOC Accepted Vide Resolution No.25(1) dtd.09-06-2026 of Kadungalloor GP |
| 2 | L2₹13.1 L+₹42,610.46 (3.37%)Rejected-AOC | ₹13.1 L+₹42,610.46 (3.37%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Vaseer Muhammed L1 | ARUN RAJ T R L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | 202.07 | kg | 2.58 ₹521.33 Lowest | 3 ₹606.2 |
| 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) | 1.47 | cum | 2,742 ₹4,033.48 Lowest | 2,837 ₹4,173.23 |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 141.28 | sqm | 185 ₹26,136.8 Lowest | 192 ₹27,125.76 |
| 1.00 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 529.16 | kg | 4.3 ₹2,275.39 | 4 ₹2,116.64 Lowest |
| 1.00 | 50.6.1.2: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 0.62 | cum | 7,880 ₹4,854.08 Lowest | 8,147 ₹5,018.55 |
| 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). | 27.68 | cum | 14,786 ₹4,09,276.48 Lowest | 15,149 ₹4,19,324.32 |
| 1.01 | 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) | 4.32 | cum | 13,920 ₹60,134.4 Lowest | 14,394 ₹62,182.08 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 22.75 | sqm | 1,112 ₹25,302.45 Lowest | 1,152 ₹26,212.61 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 148.17 | sqm | 1,047 ₹1,55,132.94 Lowest | 1,083 ₹1,60,467.03 |
Tender Value
₹11.6 L
EMD Value
₹28,966
Closing Date
26 May 2026, 3:00 pmClosed
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
BUDS SCHOOL MAINTENANCE- 365/26
2026_LSGD_851705_2
ET/1/KDLR/LSGD/26-27
Open Tender
Civil Works - Others
Item Rate
240 days
KADUNGALLOOR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,966
Yes
7 Jul 2026
19 May 2026
28 May 2026
19 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | 0.4 | kg | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.004 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 1 | kg | - | - |
| 1.005 | 50.6.1.2: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | - | cum | - | - |
| 1.006 | 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). | 1 | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.6 | sqm | - | - |
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