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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹11.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.9 L+₹20,524.61 (1.75%)Admitted-Fee/PreQual/Technical/Finance | ₹11.9 L+₹20,524.61 (1.75%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.3 L+₹56,987.43 (4.87%)Admitted-Fee/PreQual/Technical/Finance | ₹12.3 L+₹56,987.43 (4.87%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABID K A L1 | SAJEEV P L2 | KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY L3 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF GABION PROTECTION WALL 1.60 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 | 119.6 | cum | 228.51 ₹27,329.8 Lowest | 232.57 ₹27,815.37 | 239.69 ₹28,666.92 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.68 | cum | 7,602.64 ₹1,34,414.68 Lowest | 7,735.65 ₹1,36,766.29 | 7,972.66 ₹1,40,956.63 |
| 1.00 | OD2153/2026-2027:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders availabe at site with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | 130 | cum | 4,284.5 ₹5,56,985 Lowest | 4,343.34 ₹5,64,634.2 | 4,476.41 ₹5,81,933.3 |
| 1.00 | 13.3.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand) | 0.85 | sqm | 425.13 ₹361.36 Lowest | 432.58 ₹367.69 | 445.83 ₹378.96 |
| 1.00 | OD2157/2026-2027:Providing and fixing polished black Granite display board of size 600X450X18mm, machine cut and mirror polished including cost of engraving letters and filling with white/yellow paint, including cost of fixing charge in masonry or concrete structures etc, complete as per direction of Departmental officers | 0.27 | sqm | 3,772.4 ₹1,018.55 Lowest | 16,705.89 ₹4,510.59 | 17,217.22 ₹4,648.65 |
| 2.00CONSTRUCTION OF GABION PROTECTION WALL 2.10M HEIGHT | ||||||
| 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 | 81 | cum | 228.51 ₹18,509.31 Lowest | 232.57 ₹18,838.17 | 239.69 ₹19,414.89 |
| 2.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.2 | cum | 7,602.64 ₹77,546.93 Lowest | 7,735.65 ₹78,903.63 | 7,972.66 ₹81,321.13 |
| 2.00 | OD2154/2026-2027:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders availabe at site with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | 82.5 | cum | 4,284.5 ₹3,53,471.25 Lowest | 4,343.34 ₹3,58,325.55 | 4,476.41 ₹3,69,303.83 |
Tender Value
₹12.4 L
EMD Value
₹31,007
Closing Date
9 Sept 2026, 6:00 pmClosed
District Soil Conservation Officer, Kasaragod
District Soil Conservation Office, Civil station, F Block, P O Vidhyanagar, Kasaragod
L A N D S L I D E STABILAIZATION SCHEME AT PUNCHA THODU IN PUNCHA WATERSHED-LSS P R O J E C T 2 0 2 6 - 2 0 2 7 ( G A B I O N STRUCTURES) 1.Construction of Side Protection Wall 1.60 m height using Gabion structures - 51 Rm 2.Con
2026_DSSC_867283_1
DSCO/KSG/41-2/2026-KSD2
Open Tender
Civil Works - Others
Item Rate
180 days
Balal Panchayat Malom village
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,007
Yes
11 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF GABION PROTECTION WALL 1.60 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 | 1 | cum | - | - |
| 1.002 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.003 | OD2153/2026-2027:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders availabe at site with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | - | cum | - | - |
| 1.004 | 13.3.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand) | - | sqm | - | - |
| 1.005 | OD2157/2026-2027:Providing and fixing polished black Granite display board of size 600X450X18mm, machine cut and mirror polished including cost of engraving letters and filling with white/yellow paint, including cost of fixing charge in masonry or concrete structures etc, complete as per direction of Departmental officers | - | sqm | - | - |
| 2CONSTRUCTION OF GABION PROTECTION WALL 2.10M HEIGHT | |||||
| 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 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 2.003 | OD2154/2026-2027:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders availabe at site with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | - | cum | - | - |
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