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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC | ₹11.8 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹12.2 LRejected-AOC | ₹12.2 L | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | IRSHAD A L1 | Aboobacker Siddeeque A M L2 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 338.25 | cum | 419.3 ₹1,41,828.23 | 500 ₹1,69,125 |
| 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 | 2.29 | cum | 2,003.63 ₹4,586.31 | 2,500 ₹5,722.5 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 18.14 | cum | 338.41 ₹6,138.76 | 338.41 ₹6,138.76 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.14 | cum | 8,061.33 ₹1,160.83 | 8,061.33 ₹1,160.83 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.29 | cum | 8,688.66 ₹2,502.33 | 8,688.66 ₹2,502.33 |
| 1.01 | OD443319/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modified 50.6.7.1) | 39.51 | cum | 5,706 ₹2,25,432.65 | 5,800 ₹2,29,146.4 |
| 1.01 | OD477957/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of labour charges etc. using departmental stones (Modified 50.6.7.1) | 0.92 | cum | 3,456.88 ₹3,166.5 | 3,600 ₹3,297.6 |
| 1.01 | OD477952/2025-2026::Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar
1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc.
complete. (Modified 50.6.7.2) | 15.9 | cum | 6,586.77 ₹1,04,729.64 | 6,586.77 ₹1,04,729.64 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 260.8 | sqm | 347.85 ₹90,719.28 | 347.85 ₹90,719.28 |
Tender Value
₹11.9 L
EMD Value
₹29,657
Closing Date
18 Mar 2026, 5:00 pmClosed
Manjula NK
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchayat
Annual Plan-Annual Plan KUMBALA GP 2025-26- PR NO 118/26 ARIKKADY GENERAL GBLP SCHOOL CHILDRENS PARK-IN WARD 2-General Civil Work
2026_LSGD_845358_1
09/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Buildings
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,657
Yes
4 Jul 2026
9 Mar 2026
20 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.004 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | OD443319/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modified 50.6.7.1) | - | cum | - | - |
| 1.007 | OD477957/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of labour charges etc. using departmental stones (Modified 50.6.7.1) | - | cum | - | - |
| 1.008 | OD477952/2025-2026::Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar
1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc.
complete. (Modified 50.6.7.2) | - | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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