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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.6 L+₹72,127.63 (5.19%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | KURIAKOSE PAUL L1 | SHAJI MATHEW L2 |
|---|---|---|---|---|---|
| 1.00Protection work | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 173.75 | cum | 282.1 ₹49,016.29 Lowest | 296.28 ₹51,480.13 |
| 1.00 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 93.15 | cum | 2,521.32 ₹2,34,860.96 Lowest | 2,647.97 ₹2,46,658.41 |
| 1.00 | OD16551/2023-2024:Conveyance and dumping of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position(60% 45dm3 a,30%30 to 40dm3 and 10% 20 to 30 dm3 stone) to lines and levels including all leads and lifts etc.as per the direction of the departmental officers at site. | 93.15 | cum | 355.51 ₹33,115.76 Lowest | 373.37 ₹34,779.42 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 18.45 | cum | 3,249.07 ₹59,945.34 Lowest | 3,412.27 ₹62,956.38 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 186.16 | cum | 4,372.84 ₹8,14,069.76 Lowest | 4,592.48 ₹8,54,959.04 |
| 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 | 500.85 | kilogram | 123.11 ₹61,659.64 Lowest | 129.29 ₹64,754.9 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 25.46 | sqm | 422.85 ₹10,766.61 Lowest | 444.11 ₹11,307.93 |
| 1.01 | 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) | 0.94 | cum | 10,113.39 ₹9,486.36 Lowest | 10,621.36 ₹9,962.84 |
| 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) | 11.13 | cum | 10,688.24 ₹1,18,960.11 Lowest | 11,224.94 ₹1,24,933.58 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
1 Jul 2026, 3:00 pmClosed
Assistan executive engineer
O/o the AExE Irrigation Subdivision Thodupuzha
Restoration of damaged left bank of thodupuzha river at chittoor in ward no.5 of manakkadu grama panchayath reach 1
2026_Irrig_851371_3
IRR/IA/TR/5810/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
Thodupuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,778
3 Sept 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
23 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection work | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.002 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | - | cum | - | - |
| 1.003 | OD16551/2023-2024:Conveyance and dumping of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position(60% 45dm3 a,30%30 to 40dm3 and 10% 20 to 30 dm3 stone) to lines and levels including all leads and lifts etc.as per the direction of the departmental officers at site. | - | cum | - | - |
| 1.004 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 1 | cum | - | - |
| 1.005 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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) | - | cum | - | - |
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