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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.1 LAccepted-AOC | ₹12.1 L | 1 | Accepted-AOC Lowest amount quoted-Accepted |
| 2 | 2₹13.5 L+₹1.4 L (12.0%)Rejected-AOC | ₹13.5 L+₹1.4 L (12.0%) | 2 | Rejected-AOC 2nd lowest-Rejected |
| Sl No | Description | Qty | Unit | taj trading and contracting co L2 | VISHNU V L1 |
|---|---|---|---|---|---|
| 1.00BUILDING | |||||
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 32.64 | sqm | 1,129.58 ₹36,869.49 | 1,008.55 ₹32,919.07 Lowest |
| 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) | 2.16 | cum | 14,304.84 ₹30,898.45 | 12,772.18 ₹27,587.91 Lowest |
| 1.00 | 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 | 33.9 | metre | 255.51 ₹8,661.79 | 228.13 ₹7,733.61 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 27.58 | sqm | 854.43 ₹23,561.76 | 762.88 ₹21,037.18 Lowest |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 21.2 | sqm | 1,144.57 ₹24,259.16 | 1,021.94 ₹21,660.02 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 54.81 | sqm | 1,076.59 ₹59,007.9 | 961.24 ₹52,685.56 Lowest |
| 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). | 11.1 | cum | 15,055.2 ₹1,67,142.83 | 13,442.14 ₹1,49,234.64 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,097.68 | kilogram | 125.92 ₹1,38,220.24 | 112.43 ₹1,23,412.5 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 | 10.48 | cum | 8,152.51 ₹85,454.61 | 7,279.03 ₹76,298.79 Lowest |
Tender Value
₹12.1 L
EMD Value
₹30,184
Closing Date
21 Feb 2026, 6:00 pmClosed
Block Development Officer
Block Development Office
MLA SDF-2023-24 Construction of Mahadeva Desai building w6 of thodiyoor GP in in Oachira BP -civil work
2026_CRD_828345_2
14/2026
Open Tender
Civil Works - Buildings
Item Rate
Oachira Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹30,184
Yes
18 Jul 2026
11 Feb 2026
24 Feb 2026
11 Feb 2026
21 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 1.001 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 1 | metre | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.007 | 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). | - | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.2 | kilogram | - | - |
| 1.009 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 | 1 | cum | - | - |
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