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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Fee/PreQual/Technical/Finance PADANATTU HOUSE CHATHANVELIPPADAM THRIKKAKARA THRIKKAKARA MUNICIPALITY KAKKANA | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹19.5 L+₹45,728.12 (2.40%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SIDHIK P M L1 | MOHAMMED VASEEM L2 |
|---|---|---|---|---|---|
| 1.00building | |||||
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 35.97 | sqm | 659.89 ₹23,736.24 | 500 ₹17,985 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) | 1.56 | cum | 11,047.94 ₹17,234.79 Lowest | 12,772 ₹19,924.32 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 26 | sqm | 872.4 ₹22,682.4 | 600 ₹15,600 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). | 17.91 | cum | 11,627.45 ₹2,08,305.77 Lowest | 12,500 ₹2,23,937.5 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 17.59 | sqm | 883.98 ₹15,553.63 | 650 ₹11,436.75 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 | 76.41 | sqm | 831.47 ₹63,530.96 | 350 ₹26,742.8 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 | 34.85 | metre | 197.33 ₹6,876.95 | 150 ₹5,227.5 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 | 2,191.43 | kg | 97.25 ₹2,13,116.86 Lowest | 100 ₹2,19,143.3 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 23.98 | cum | 6,672.21 ₹1,59,979.58 Lowest | 7,500 ₹1,79,827.5 |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
20 Jul 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj No 305/26-27 Thrikkakara Municipality-Renovation of Anganwadi No. 36 Balance works Ward 39
2026_LSGD_860174_17
LIDEW/AEE/ET/10/2026
Open Tender
Civil Works - Others
Item Rate
300 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
24 Jul 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1building | |||||
| 1.001 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.002 | 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 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | 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 | 0.2 | 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 | - | metre | - | - |
| 1.008 | 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 | 0.2 | kg | - | - |
| 1.009 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
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