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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹16.5 LRejected-AOC | ₹16.5 L | L2 | Rejected-AOC Second lowest |
| 3 | L3₹16.8 LRejected-AOC | ₹16.8 L | L3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | PAUL P.P L2 | GITHIN N G L1 | JOBIN PAUL P L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||
| 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) | 89.2 | cum | 2,449.36 ₹2.2 L | 2,275 ₹2.0 L | 2,491.67 ₹2.2 L |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 2.59 | cum | 2,473.76 ₹6,411.99 | 2,466.64 ₹6,393.53 | 2,516.49 ₹6,522.74 |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 2.36 | cum | 6,005.78 ₹14,191.66 | 5,989.1 ₹14,152.24 | 6,109.51 ₹14,436.77 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 53.02 | cum | 7,719.93 ₹4.1 L | 7,694.01 ₹4.1 L | 7,853.27 ₹4.2 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 520.4 | sqm | 375.78 ₹2.0 L | 374.57 ₹1.9 L | 382.27 ₹2.0 L |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 67.55 | cum | 8,140.02 ₹5.5 L | 8,113.63 ₹5.5 L | 8,280.61 ₹5.6 L |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 12.11 | cum | 9,498.79 ₹1.2 L | 9,467.99 ₹1.1 L | 9,662.85 ₹1.2 L |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 380.08 | sqm | 334.4 ₹1.3 L | 333.47 ₹1.3 L | 340.18 ₹1.3 L |
| 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 | 122.1 | kilogram | 109.36 ₹13,352.97 | 109.05 ₹13,315.11 | 111.25 ₹13,583.74 |
Tender Value
₹16.9 L
EMD Value
₹42,373
Closing Date
21 Mar 2026, 6:00 pmClosed
Execurive Engineer
Executive Engineer Minor Irrigation Division Thrissur.
General Panthaloor LISParappukkar2022 Panthallurpadam LIS Rectification of Main canal and Branch canal near Cistern.General Civil Work
2026_Irrig_847455_1
IRR/IA/TR/4221/2022_5_3_2/1
Open Tender
Civil Works - Canal
330 days
Panthallur
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,373
5 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
Appendix A
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)
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.6: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 40 mm nominal size derived from natural sources)
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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
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