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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Fee/PreQual/Technical/Finance EDAVANNUR P O KANNUR | KANNUR | KANNUR | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.9 L+₹60,083.04 (3.94%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VIJESH. K L1 | Mathew P M L2 |
|---|---|---|---|---|---|
| 1.00Dry Laterite Retaining wall upto 1.5M Height (95 Rm) | |||||
| 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 | 141.07 | cum | 219.77 ₹31,004.05 Lowest | 228.43 ₹32,225.41 |
| 1.00 | OD2041/2026-2027:Laterite Masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including all cost meterial and labour charges | 162.45 | each | 5,296.06 ₹8,60,344.95 Lowest | 5,504.66 ₹8,94,232.18 |
| 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 | 19.1 | sqm | 329.41 ₹6,291.73 Lowest | 342.39 ₹6,539.64 |
| 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 | 236.03 | kilogram | 95.91 ₹22,637.45 Lowest | 99.68 ₹23,528.1 |
| 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) | 4.75 | cum | 8,947.62 ₹42,501.2 Lowest | 9,300.04 ₹44,175.21 |
| 2.00Dry Laterite Retaining wall of 1M height (35m) | |||||
| 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 | 34.65 | cum | 219.77 ₹7,615.03 Lowest | 228.43 ₹7,915.01 |
| 2.00 | OD2046/2026-2027:Laterite masonry with roughly dressed stones of size 40x20x15 or nearest available size with
dry joints including costof material conveyance and labour charges etc complete | 39.9 | cum | 5,296.06 ₹2,11,312.79 Lowest | 5,504.66 ₹2,19,635.97 |
| 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 | 7.1 | sqm | 329.41 ₹2,338.81 Lowest | 342.39 ₹2,430.97 |
Tender Value
₹16.7 L
EMD Value
₹41,724
Closing Date
26 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. Dry Laterite Retaining wall up to 1.5M Height (95 Rm) 2. Dry Laterite Retaining wall up to 1M Height (35 Rm) 3. Concrete Check Dam 2.10m wide
2026_DSSC_871217_1
SOIL/DSSSC/50/2026-2027
Open Tender
Civil Works - Others
Item Rate
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹41,724
Yes
28 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dry Laterite Retaining wall upto 1.5M Height (95 Rm) | |||||
| 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 | 141.08 | cum | - | - |
| 1.002 | OD2041/2026-2027:Laterite Masonry with roughly dressed laterite stone of size 40x20x15 cm or nearest size with dry joints including all cost meterial and labour charges | 162.45 | each | - | - |
| 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 | 19.1 | 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 | 236.03 | 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) | 4.75 | cum | - | - |
| 2Dry Laterite Retaining wall of 1M height (35m) | |||||
| 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 | 34.65 | cum | - | - |
| 2.002 | OD2046/2026-2027:Laterite masonry with roughly dressed stones of size 40x20x15 or nearest available size with
dry joints including costof material conveyance and labour charges etc complete | 39.9 | 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 | 7.1 | sqm | - | - |
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