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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC ERATTUPETTA BLOCK PANCHAYATH KERALA | IDUKKI | KERALA | 685501 | ₹14.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.7 LRejected-Finance | ₹16.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Vimalacity Labour Contract Co-operative Society, Ltd No.I-771 L2 | Anish Kumar K.S. L1 |
|---|---|---|---|---|---|
| 1.00conference hall | |||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.54 | cum | 3,623.79 ₹1,956.85 | 3,207.4 ₹1,732 |
| 1.00 | 15.7.3: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 lime mortar | 6.72 | cum | 868.73 ₹5,837.87 | 768.91 ₹5,167.08 |
| 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) | 6.75 | cum | 12,604.86 ₹85,082.81 | 11,156.5 ₹75,306.38 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 79.2 | sqm | 995.34 ₹78,830.93 | 880.97 ₹69,772.82 |
| 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). | 35.54 | cum | 13,266.05 ₹4.7 L | 11,741.71 ₹4.2 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 136.66 | sqm | 752.89 ₹1.0 L | 666.38 ₹91,064.83 |
| 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 | 4,351.6 | kilogram | 110.96 ₹4.8 L | 98.21 ₹4.3 L |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 32.28 | sqm | 1,008.55 ₹32,555.99 | 892.66 ₹28,815.06 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 147.28 | sqm | 948.65 ₹1.4 L | 839.64 ₹1.2 L |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
13 Feb 2026, 5:00 pmClosed
Dipesh P Nath
The Assistant Engineer LID EW Section MUNNAR Grama Panchayat
RE Tender-Construction of Conference hall In Munnar GP- P. No - 20 2025-26 Munnar GP
2026_LSGD_833377_5
03/2026/AE/LID EW/MNR
Open Tender
Civil Works - Water Works
150 days
Munnar Grama Panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,362
Yes
23 Apr 2026
5 Feb 2026
17 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
conference hall
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.7.3: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 lime mortar
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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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).
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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
OD334412/2025-2026:Providing and fixing Granite Name board including all cost, conveyance etc. complete as per the direction of Engineer in Charge.
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