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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+₹38,375.49 (2.55%)Admitted-Fee/PreQual/Technical/Finance | ₹15.4 L+₹38,375.49 (2.55%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.8 L+₹81,627.84 (5.43%)Admitted-Fee/PreQual/Technical/Finance | ₹15.8 L+₹81,627.84 (5.43%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K K JAMES L3 | AJITH PRASAD JAYAN L2 | NAJIM T K L1 |
|---|---|---|---|---|---|---|
| 1.00Stone Pitched Contour Bund (1000 m2) | ||||||
| 1.00 | OD1622/2026-2027:Stone Pitched Contour Bund
Stone Pitched Contour Bund With Quarrying of Stone Contour Bunding Dry Rubble Granate Juncle stone or Laterite Stone with Quarrying of Stone and Load and Lift upto 50m and 1.5m Asper Departmental Specification Including Over Head Charges. | 1,000 | sqm | 158.36 ₹1,58,360 | 154.03 ₹1,54,030 | 150.2 ₹1,50,200 Lowest |
| 2.00Strip Terrace (2500 nos) | ||||||
| 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 | 2,812.5 | cum | 244.74 ₹6,88,331.25 | 238.05 ₹6,69,515.63 | 232.12 ₹6,52,837.5 Lowest |
| 3.00Retaining wall 1m Ht (35 Rm) | ||||||
| 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 | 32.9 | cum | 244.74 ₹8,051.95 | 238.05 ₹7,831.85 | 232.12 ₹7,636.75 Lowest |
| 3.00 | OD1586/2026-2027: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 | 39.9 | cum | 3,793.78 ₹1,51,371.82 | 3,689.95 ₹1,47,229.01 | 3,598.11 ₹1,43,564.59 Lowest |
| 3.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.15 | sqm | 366.85 ₹2,622.98 | 356.81 ₹2,551.19 | 347.93 ₹2,487.7 Lowest |
| 3.00 | 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 | 77.21 | kilogram | 106.4 ₹8,214.82 | 103.88 ₹8,020.26 | 101.3 ₹7,821.07 Lowest |
| 3.00 | 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) | 1.75 | cum | 9,963.6 ₹17,436.3 | 9,691.62 ₹16,960.34 | 9,450.38 ₹16,538.17 Lowest |
Tender Value
₹16.7 L
EMD Value
₹41,706
Closing Date
16 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
1. Stone pitched contour bund - 1000 sqm 2. Strip terrace - 2500 nos 3. Retaining wall 1m height- 35 Rm 4. Retaining wall 1.5m height- 45 Rm 5. Retaining wall 2m height- 20 Rm
2026_DSSC_867362_1
SOIL/DSSSC/38/2026-2027
Open Tender
Civil Works - Others
Item Rate
210 days
Pattazhi Vadakkekkara panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹41,706
Yes
18 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Stone Pitched Contour Bund (1000 m2) | |||||
| 1.001 | OD1622/2026-2027:Stone Pitched Contour Bund
Stone Pitched Contour Bund With Quarrying of Stone Contour Bunding Dry Rubble Granate Juncle stone or Laterite Stone with Quarrying of Stone and Load and Lift upto 50m and 1.5m Asper Departmental Specification Including Over Head Charges. | 1,000 | sqm | - | - |
| 2Strip Terrace (2500 nos) | |||||
| 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 | 2,812.5 | cum | - | - |
| 3Retaining wall 1m Ht (35 Rm) | |||||
| 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 | 32.9 | cum | - | - |
| 3.002 | OD1586/2026-2027: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 | 39.9 | cum | - | - |
| 3.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.15 | sqm | - | - |
| 3.004 | 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 | 77.21 | kilogram | - | - |
| 3.005 | 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) | 1.75 | cum | - | - |
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