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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.2 L+₹2,839.39 (0.20%)Admitted-Fee/PreQual/Technical/Finance LSGD CHIRAYINKEEZHU | PALAKKAD | KERALA | 678001 | ₹14.2 L+₹2,839.39 (0.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Saji Sasi L2 | SYAM RAO U L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION OF TAKE A BREAK | |||||
| 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 | 0.46 | cum | 1,872 ₹859.25 | 1,868 ₹857.41 Lowest |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 28.98 | sqm | 886 ₹25,676.28 | 885 ₹25,647.3 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) | 1.76 | cum | 11,228 ₹19,806.19 | 11,202 ₹19,760.33 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 | 64.94 | sqm | 670 ₹43,509.8 | 669 ₹43,444.86 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). | 15.54 | cum | 11,817.2 ₹1,83,580.2 | 11,790 ₹1,83,157.65 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 | 91 | sqm | 844 ₹76,804 | 843 ₹76,713 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 | 35.4 | metre | 200 ₹7,080 Lowest | 200 ₹7,080 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 | 1,542.74 | kilogram | 98.9 ₹1,52,576.99 Lowest | 99 ₹1,52,731.26 |
| 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 | 13.92 | cum | 6,336.4 ₹88,202.69 | 6,322 ₹88,002.24 Lowest |
Tender Value
₹16.5 L
EMD Value
₹41,298
Closing Date
7 Aug 2026, 4:00 pmClosed
Remya N C ( ASSISTANT ENGINEER)
OFFICE OF THE ASSISTANT ENGINEER - LIDEW SECTION -KIZHUVILAM GP
Annual Plan-KZLM GP- PRO NO-307/25-26-RENOVATION OF TAKE A BREAK BUILDING-General Civil Work
2026_LSGD_862982_8
A2/AE/LIDEW/KZVM/2026-27 DTD 28/07/2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
KIZHUVILAM GRAMAPANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹41,298
Yes
11 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
30 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION OF TAKE A BREAK | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | 5.9.16.1: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 | - | - |
| 1.008 | 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 | - | 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 | - | cum | - | - |
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