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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.2 L+₹59,706.72 (5.65%)Admitted-Fee/PreQual/Technical/Finance | ₹11.2 L+₹59,706.72 (5.65%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Antony Varkey L2 | Mohith Abraham L1 |
|---|---|---|---|---|---|
| 1.00DR RETAINING WALL 1.50M ht- 85Rm | |||||
| 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 | 119.85 | cum | 265 ₹31,760.25 | 257 ₹30,801.45 Lowest |
| 1.00 | OD82/2026-2027:Dry rubble masonry - dry rubble masonry with out concrete levelling coarse with good quality blasted rubble including packing to compact ,line and level, cost of materials ,conveyance ,labour charges etc all complete as per specification and direction of engineer in charge at site | 145.35 | cum | 4,260 ₹6,19,191 | 3,993 ₹5,80,382.55 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.1 | sqm | 390 ₹6,669 | 386 ₹6,600.6 Lowest |
| 1.00 | 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 | 189.13 | kilogram | 115 ₹21,749.49 | 112 ₹21,182.11 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.25 | cum | 10,500 ₹44,625 | 10,488 ₹44,574 Lowest |
| 2.00DR RETAINING WALL 2.00M ht -30 Rm | |||||
| 2.00 | 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 | 59.4 | cum | 263 ₹15,622.2 | 257.5 ₹15,295.5 Lowest |
| 2.00 | OD88/2026-2027:Dry rubble masonry - dry rubble masonry with out concrete levelling coarse with good quality blasted rubble including packing to compact ,line and level, cost of materials ,conveyance ,labour charges etc all complete as per specification and direction of engineer in charge at site | 67.9 | cum | 4,250 ₹2,88,579.25 | 3,993 ₹2,71,128.69 Lowest |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.33 | sqm | 395 ₹6,056.54 | 386 ₹5,918.54 Lowest |
Tender Value
₹10.6 L
EMD Value
₹26,446
Closing Date
15 Sept 2026, 4:00 pmClosed
BEETHA UK
The Assistant Director of soil conservation , Idukki Project,Kattappana
DR RETAINING WALL 1.5Mht DR RETAINING WALL 2Mht
2026_DSSC_868075_1
ADKTP/118/2025-DMAN2
Open Tender
Civil Works - Water Works
Item Wise
IDUKKI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹26,446
Yes
19 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DR RETAINING WALL 1.50M ht- 85Rm | |||||
| 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 | 119.85 | cum | - | - |
| 1.002 | OD82/2026-2027:Dry rubble masonry - dry rubble masonry with out concrete levelling coarse with good quality blasted rubble including packing to compact ,line and level, cost of materials ,conveyance ,labour charges etc all complete as per specification and direction of engineer in charge at site | 145.35 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.1 | sqm | - | - |
| 1.004 | 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 | 189.13 | kilogram | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.25 | cum | - | - |
| 2DR RETAINING WALL 2.00M ht -30 Rm | |||||
| 2.001 | 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 | 59.4 | cum | - | - |
| 2.002 | OD88/2026-2027:Dry rubble masonry - dry rubble masonry with out concrete levelling coarse with good quality blasted rubble including packing to compact ,line and level, cost of materials ,conveyance ,labour charges etc all complete as per specification and direction of engineer in charge at site | 67.9 | cum | - | - |
| 2.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.33 | sqm | - | - |
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