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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Fee/PreQual/Technical/Finance EDAVANNUR P O KANNUR | KANNUR | KANNUR | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹12.0 L+₹2,528.55 (0.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹12.2 L+₹25,271.08 (2.11%)Admitted-Fee/PreQual/Technical/Finance ROADARIKATHU VEEDU ALAMUKKU | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹12.5 L+₹47,454.60 (3.96%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹12.6 L+₹65,707.54 (5.49%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAFIR L4 | VIJESH. K L1 | BABU P L3 | Benny. K.A L5 | Mathew P M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00RETAINING WALL UPTO 1.50 M HEIGHT | ||||||||
| 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 | 250.97 | cum | 90 ₹22,586.85 Lowest | 227.95 ₹57,207.47 | 232.76 ₹58,414.61 | 240.45 ₹60,344.53 | 228.43 ₹57,327.31 |
| 1.00 | OD165/2026-2027:DRY RUBBLE MASONRY-Dry rubble with out 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 | 288.99 | cum | 3,885 ₹11,22,726.15 | 3,533.41 ₹10,21,120.16 Lowest | 3,607.95 ₹10,42,661.47 | 3,727.23 ₹10,77,132.2 | 3,540.87 ₹10,23,275.59 |
| 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 | 34 | sqm | 86 ₹2,924 Lowest | 341.67 ₹11,616.78 | 348.88 ₹11,861.92 | 360.41 ₹12,253.94 | 342.39 ₹11,641.24 |
| 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 | 296.65 | kilogram | 93 ₹27,588.82 Lowest | 99.47 ₹29,508.17 | 101.57 ₹30,131.15 | 104.93 ₹31,127.9 | 99.68 ₹29,571.51 |
| 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) | 8.45 | cum | 8,225 ₹69,501.25 Lowest | 9,280.46 ₹78,419.89 | 9,476.26 ₹80,074.4 | 9,789.52 ₹82,721.44 | 9,300.04 ₹78,585.37 |
Tender Value
₹12.6 L
EMD Value
₹31,590
Closing Date
22 Sept 2026, 11:00 amClosed
DISTRICT SOIL CONSERVATION OFFICER
DISTRICT SOIL CONSERVATION OFFICE, CIVIL STATION , B BLOCK, KANNUR
Construction of Dry Rubble Retaining Wall Upto 1.5m Height for a length of 169 Running Metre in Vattolithodu
2026_DSSC_866752_1
DSCO/KNR/LSS/2026-K2-1
Open Tender
Civil Works - Others
Item Rate
210 days
CHITTARIPARAMBA - WARD 2
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹31,590
Yes
24 Sept 2026
1 Sept 2026
23 Sept 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
1 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETAINING WALL UPTO 1.50 M HEIGHT | |||||
| 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 | OD165/2026-2027:DRY RUBBLE MASONRY-Dry rubble with out 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 | - | - |
| 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 | - | 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 | 0.6 | 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) | 1 | cum | - | - |
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