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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAdmitted-Finance | ₹24.7 L | L1 | Admitted-Finance |
| 2 | L2₹24.7 L+₹200 (<0.01%)Admitted-Finance | ₹24.7 L+₹200 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹24.7 L+₹318.83 (0.01%)Admitted-Finance | ₹24.7 L+₹318.83 (0.01%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NISSAR P.A. L1 | Muhammed Salih k L3 | HANEEFA K.V. L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of Meeting Hall at first floor of existing GF | ||||||
| 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) | 1.4 | cum | 2,311.84 ₹3,236.58 Lowest | 2,311.84 ₹3,236.58 Lowest | 2,311.84 ₹3,236.58 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) | 2.81 | cum | 11,731.49 ₹32,942.02 Lowest | 11,731.49 ₹32,942.02 Lowest | 11,731.49 ₹32,942.02 Lowest |
| 1.00 | 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). | 15.43 | cum | 12,346.86 ₹1,90,450.32 Lowest | 12,346.86 ₹1,90,450.32 Lowest | 12,346.86 ₹1,90,450.32 Lowest |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 54.49 | sqm | 882.92 ₹48,113.84 Lowest | 882.92 ₹48,113.84 Lowest | 882.92 ₹48,113.84 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 | 57.06 | sqm | 700.72 ₹39,980.28 Lowest | 700.72 ₹39,980.28 Lowest | 700.72 ₹39,980.28 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 35.1 | sqm | 926.37 ₹32,515.59 Lowest | 926.37 ₹32,515.59 Lowest | 926.37 ₹32,515.59 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 27.14 | sqm | 938.67 ₹25,475.5 Lowest | 938.67 ₹25,475.5 Lowest | 938.67 ₹25,475.5 Lowest |
| 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 | 32.37 | metre | 209.54 ₹6,782.81 Lowest | 209.54 ₹6,782.81 Lowest | 209.54 ₹6,782.81 Lowest |
| 1.01 | 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 | 1,897.22 | kg | 103.26 ₹1,95,906.63 Lowest | 103.26 ₹1,95,906.63 Lowest | 103.26 ₹1,95,906.63 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
14 Sept 2026, 3:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Malappuram District Panchayath Project No.1486 25 Construction of Olipram Thuruthiyil Pakal Veedu In Vallikkunnu GP. Malappuram District
2026_KEL_867849_1
KRO/ BDC/2445/2026
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
15 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Meeting Hall at first floor of existing GF | |||||
| 1.001 | 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) | 1.4 | cum | - | - |
| 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) | 2.81 | cum | - | - |
| 1.003 | 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). | 15.43 | cum | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 54.49 | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 57.06 | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 35.1 | sqm | - | - |
| 1.007 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 27.14 | sqm | - | - |
| 1.008 | 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 | 32.37 | metre | - | - |
| 1.009 | 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 | 1,897.22 | kg | - | - |
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