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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.8 L+₹50,833.34 (9.52%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 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 | 36.54 | cum | 270.51 ₹9,885.52 Lowest | 296.27 ₹10,826.89 |
| 1.00 | OD33437/2023-2024:Providing dowel bars of size 16 mm of 1m long and 1m c/c (50 cm in rock and 50 cm in concrete L shape) including drilling holes of 20 mm dia to a depth of 50 cm in rock and filling the gap with cement grout ( 0.1 kg/ each) etc. complete. | 54 | each | 436.79 ₹23,586.66 Lowest | 478.39 ₹25,833.06 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 34.3 | sqm | 405.47 ₹13,908.84 Lowest | 444.09 ₹15,233.62 |
| 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) | 19.48 | cum | 9,697.76 ₹1,88,873.57 Lowest | 10,621.37 ₹2,06,861.8 |
| 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 | 62.81 | cum | 4,193.13 ₹2,63,353.72 Lowest | 4,592.48 ₹2,88,435.3 |
| 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) | 2.19 | cum | 10,248.98 ₹22,486.26 Lowest | 11,224.94 ₹24,627.52 |
| 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 | 98.73 | kilogram | 118.05 ₹11,655.08 Lowest | 129.29 ₹12,764.8 |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
1 Jul 2026, 3:00 pmClosed
Assistan executive engineer
O/o the Assistant Executive Engineer Irrigation Subdivision Thodupuzha
Navakerala Sadas 2023-Strengthening the eroded right bank of Kaliyar river D/S of Thommankuthu water falls in ward No 3 of Karimanoor Grama Panchayath in Thodupuzha L A Constituency side protection General Civil Work
2026_Irrig_857244_1
IRR/IA/TR/277/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Thommankuthu near waterfalls
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,708
3 Jul 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 | OD33437/2023-2024:Providing dowel bars of size 16 mm of 1m long and 1m c/c (50 cm in rock and 50 cm in concrete L shape) including drilling holes of 20 mm dia to a depth of 50 cm in rock and filling the gap with cement grout ( 0.1 kg/ each) etc. complete. | - | each | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.004 | 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) | 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 | 0.4 | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
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AffidavitandpreliminaryThommankuthu.pdf
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