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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹15.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.4 L+₹32,789.67 (2.18%)Admitted-Fee/PreQual/Technical/Finance | ₹15.4 L+₹32,789.67 (2.18%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.7 L+₹62,817.18 (4.18%)Admitted-Fee/PreQual/Technical/Finance | ₹15.7 L+₹62,817.18 (4.18%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹16.2 L+₹1.2 L (7.73%)Admitted-Fee/PreQual/Technical/Finance | ₹16.2 L+₹1.2 L (7.73%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PAL CONSTRUCTIONS L1 | U.SHOUKATHALI L3 | KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY L2 | DHANESH KUMAR K L4 |
|---|---|---|---|---|---|---|---|
| 1.00RETAINING WALL FOR STREAM BANK STABILIZATION 1.00 M HEIGHT USING BLASTED RUBBLE | |||||||
| 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 | 47 | cum | 210.7 ₹9,902.9 Lowest | 219.5 ₹10,316.5 | 215.33 ₹10,120.51 | 229.29 ₹10,776.63 |
| 1.00 | OD2003/2025-2026: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 department officers at site | 57 | cum | 3,266.6 ₹1,86,196.2 Lowest | 3,403.2 ₹1,93,982.4 | 3,337.94 ₹1,90,262.58 | 3,554.36 ₹2,02,598.52 |
| 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 | 10.2 | sqm | 315.9 ₹3,222.18 Lowest | 329.1 ₹3,356.82 | 322.77 ₹3,292.25 | 343.68 ₹3,505.54 |
| 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 | 105.82 | kilogram | 92 ₹9,735.53 Lowest | 95.8 ₹10,137.65 | 93.97 ₹9,944 | 100.06 ₹10,588.45 |
| 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) | 2.5 | cum | 8,579.8 ₹21,449.5 Lowest | 8,938.5 ₹22,346.25 | 8,767.06 ₹21,917.65 | 9,335.47 ₹23,338.68 |
| 2.00RETAINING WALL FOR STREAM BANK STABILIZATION 1.20 M HEIGHT USING BLASTED RUBBLE | |||||||
| 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 | 5.7 | cum | 210.7 ₹1,200.99 Lowest | 219.5 ₹1,251.15 | 215.33 ₹1,227.38 | 229.29 ₹1,306.95 |
| 2.00 | OD2002/2025-2026: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 department officers at site | 6.9 | cum | 3,266.6 ₹22,539.54 Lowest | 3,403.2 ₹23,482.08 | 3,337.94 ₹23,031.79 | 3,554.36 ₹24,525.08 |
| 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 | 1.05 | sqm | 315.9 ₹331.7 Lowest | 329.1 ₹345.56 | 322.77 ₹338.91 | 343.68 ₹360.86 |
Tender Value
₹16.9 L
EMD Value
₹42,207
Closing Date
9 Sept 2026, 4:00 pmClosed
Deputy Director of Soil Conservation
Directorate of Soil Survey and Soil Conservation
50 Rm Retaining wall 1 m ht, 5 Rm Retaining wal 1.20m ht, 183 Rm Retaining wall 1.50 m ht, Cross checks - 5 nos, Sign Board 120x60 cm
2026_DSSC_866836_1
SOIL/DSSSC/19/2026-2027
Open Tender
Civil Works - Others
Item Rate
210 days
Karassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,207
Yes
19 Sept 2026
29 Aug 2026
11 Sept 2026
29 Aug 2026
9 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETAINING WALL FOR STREAM BANK STABILIZATION 1.00 M HEIGHT USING BLASTED RUBBLE | |||||
| 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 | - | cum | - | - |
| 1.002 | OD2003/2025-2026: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 department officers at site | - | 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 | 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 | 0.4 | 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) | - | cum | - | - |
| 2RETAINING WALL FOR STREAM BANK STABILIZATION 1.20 M HEIGHT USING BLASTED RUBBLE | |||||
| 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 | - | cum | - | - |
| 2.002 | OD2002/2025-2026: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 department officers at site | - | 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 | - | sqm | - | - |
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