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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹22.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹23.4 L+₹82,205.33 (3.64%)Admitted-Fee/PreQual/Technical/Finance | ₹23.4 L+₹82,205.33 (3.64%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹23.5 L+₹85,360.85 (3.78%)Admitted-Fee/PreQual/Technical/Finance | ₹23.5 L+₹85,360.85 (3.78%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KAMALASANAN.P.K L3 | MANJU K L2 | NAJIM T K L1 |
|---|---|---|---|---|---|---|
| 1.00STONE PITCHED CONTOUR BUND 2000 M2 | ||||||
| 1.00 | OD1674/2026-2027:Graded bunding with laterite or junglestone pitched bunds complete with quarrying stone laying and filling the up hill portion with earth packing having a slide slope of 0.5:1and top width 45cm to 50cm etc .Complete.& it ;br&gt.The thickness of pitching of 15 cm to 22cm | 2,000 | sqm | 154.83 ₹3,09,660 | 154 ₹3,08,000 | 149.2 ₹2,98,400 Lowest |
| 2.00RETAINING WALL 2.00MHT 68.00 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 | 134.64 | cum | 239.29 ₹32,218.01 | 238 ₹32,044.32 | 230.57 ₹31,043.94 Lowest |
| 2.00 | OD1675/2026-2027: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 | 161.84 | cum | 3,709.1 ₹6,00,280.74 | 3,705 ₹5,99,617.2 | 3,574.14 ₹5,78,438.82 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 | 13.7 | sqm | 358.67 ₹4,913.78 | 358 ₹4,904.6 | 345.61 ₹4,734.86 Lowest |
| 2.00 | 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 | 151.05 | kilogram | 104.42 ₹15,772.43 | 105 ₹15,860.04 | 100.62 ₹15,198.45 Lowest |
| 2.00 | 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) | 3.4 | cum | 9,742 ₹33,122.8 | 9,732 ₹33,088.8 | 9,387.44 ₹31,917.3 Lowest |
| 3.00RETAINING WALL 3.00M HT 74.00RM | ||||||
| 3.00 | 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 | 253.08 | cum | 239.29 ₹60,559.51 | 238 ₹60,233.04 | 230.57 ₹58,352.66 Lowest |
Tender Value
₹25.3 L
EMD Value
₹50,000
Closing Date
8 Sept 2026, 3:00 pmClosed
Deputy Director of Soil Conservation
Directorate of Soil Survey and Soil Conservation, 3rd and 4th Floor, Centre Plaza Building, Vazhuthacaud, Thiruvananthapuram
Stone Pitched Contour Bund- 2000 sqm 2. Retaining wall 2m height- 68 Rm 3. Retaining wall 3m height - 74 Rm
2026_DSSC_866255_1
SOIL/DSSSC/25/2026-2027
Open Tender
Civil Works - Others
Item Rate
210 days
Elanthoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
17 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1STONE PITCHED CONTOUR BUND 2000 M2 | |||||
| 1.001 | OD1674/2026-2027:Graded bunding with laterite or junglestone pitched bunds complete with quarrying stone laying and filling the up hill portion with earth packing having a slide slope of 0.5:1and top width 45cm to 50cm etc .Complete.& it ;br&gt.The thickness of pitching of 15 cm to 22cm | - | sqm | - | - |
| 2RETAINING WALL 2.00MHT 68.00 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 | 1 | cum | - | - |
| 2.002 | OD1675/2026-2027: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 | - | 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 | 1 | sqm | - | - |
| 2.004 | 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 | 0.2 | kilogram | - | - |
| 2.005 | 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) | 1 | cum | - | - |
| 3RETAINING WALL 3.00M HT 74.00RM | |||||
| 3.001 | 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 | - | - |
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