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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.1 LAccepted-Finance | ₹9.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹9.5 LAccepted-Finance | ₹9.5 L | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | JOHNY YOHANNAN L1 | Johny K P L2 |
|---|---|---|---|---|---|
| 1.00Protection work of Thodu | |||||
| 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 | 175.76 | cum | 278 ₹48,862.67 | 288.55 ₹50,716.99 |
| 1.00 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 3.34 | cum | 1,603.9 ₹5,353.82 | 1,663.31 ₹5,552.13 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 3.5 | cum | 559.3 ₹1,957.55 | 580.01 ₹2,030.04 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 4.77 | cum | 1,853 ₹8,836.96 | 1,921.79 ₹9,165.02 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 19.88 | sqm | 417 ₹8,287.88 | 432.5 ₹8,595.94 |
| 1.01 | 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 | 184.57 | cum | 4,312.9 ₹8.0 L | 4,472.68 ₹8.3 L |
| 1.01 | 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) | 4.93 | cum | 9,254 ₹45,631.47 | 9,597.44 ₹47,324.98 |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
25 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer
O/o AEE, M I Sub Division, Adimal
GENERAL-Side Protection Works-Protecting the sides of Poochakkuzhy - Perinchankutty thodu -Kallumpillliyil bhagom on ward no.07 of Konnathady Panchayath-General Civil Work
2026_Irrig_846540_1
IRR/IA/TR/341/2026_5_1_1/1
Open Tender
Civil Works - Others
270 days
Poochakkuzhy - Perinchankutty thodu -Kallumpillliy
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,181
Yes
29 Apr 2026
11 Mar 2026
27 Mar 2026
11 Mar 2026
25 Mar 2026
11 Mar 2026
Protection work of Thodu
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
2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)
2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
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)
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