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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Technical | L1 | Admitted-Technical Admitted in Tech.evaln. subject to the decision on Fin. Evaln. | |
| 2 | L2₹3.9 L+₹4,312.69 (1.12%)Admitted-Technical 65 24 IRUMATHIL COMPLEX MAIN ROAD THAZHATHANGADI KOTTAYAM 686001 | KOTTAYAM | KERALA | 686001 | L2 | Admitted-Technical Admitted in Tech.evaln. subject to the decision on Fin. Evaln. |
| Sl No | Description | Qty | Unit | Mathew Varughese Purackal L1 | K M YOHANNAN L2 |
|---|---|---|---|---|---|
| 1.00Renovation of office | |||||
| 1.00 | 15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 365.15 | kg | 5 ₹1,825.74 Lowest | 5.85 ₹2,136.12 |
| 1.00 | 15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge | 73.03 | sqm | 52 ₹3,797.56 Lowest | 58.34 ₹4,260.57 |
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | 148 ₹296 Lowest | 148.31 ₹296.62 |
| 1.00 | 15.7.1: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 mud mortar | 0.12 | cum | 728 ₹87.36 Lowest | 728.74 ₹87.45 |
| 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) | 0.2 | cum | 2,516 ₹503.2 Lowest | 2,516.93 ₹503.39 |
| 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 | 0.12 | cum | 7,713 ₹925.56 Lowest | 7,713.54 ₹925.62 |
| 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). | 0.33 | cum | 12,232 ₹4,036.56 Lowest | 13,442.14 ₹4,435.91 |
| 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 | 29.7 | kilogram | 102 ₹3,029.4 Lowest | 112.43 ₹3,339.17 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.3 | sqm | 762 ₹2,514.6 Lowest | 762.88 ₹2,517.5 |
Tender Value
₹3.9 L
EMD Value
₹9,776
Closing Date
13 Mar 2026, 6:00 pmClosed
DIVYASREE S L
Office of the Assistant Engineer, LID EW Section, Mannar Grama Panchayat
Annual Plan-2025-26 Mannar GP- P. No. 33/25-26 Renovation of Assistant Engineer s Office-P. No.33/2025-26
2026_LSGD_835354_2
06/2025-26/AE/LID EW/MNR/PHASE I
Open Tender
Civil Works - Buildings
Item Rate
180 days
Mannar GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹865
Yes
₹9,776
Yes
18 Apr 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation of office | |||||
| 1.001 | 15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 365.15 | kg | - | - |
| 1.002 | 15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge | 73.03 | sqm | - | - |
| 1.003 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | - | - |
| 1.004 | 15.7.1: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 mud mortar | 0.12 | cum | - | - |
| 1.005 | 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) | 0.2 | cum | - | - |
| 1.006 | 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 | 0.12 | cum | - | - |
| 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). | 0.33 | 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 | 29.7 | kilogram | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.3 | sqm | - | - |
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