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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.2 L+₹72,609.76 (6.91%)Admitted-Fee/PreQual/Technical/Finance | ₹11.2 L+₹72,609.76 (6.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.7 L+₹1.2 L (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹11.7 L+₹1.2 L (11.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹12.0 L+₹1.5 L (14.6%)Admitted-Fee/PreQual/Technical/Finance | ₹12.0 L+₹1.5 L (14.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY L2 | ABID K A L3 | Anil Jose L4 | SAJEEV P L1 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION WALL FOR STREAM BANK STABILIZATION USING LATERITE (UP TO 1.40M HEIGHT)DLT WORK-27Mtr | |||||||
| 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 | 35.1 | cum | 222.73 ₹7,817.82 | 219.28 ₹7,696.73 | 239.32 ₹8,400.13 | 208.33 ₹7,312.38 Lowest |
| 1.00 | OD259/2026-2027:Dry masonry using laterite roughly dressed stone of size 30x20x20cm or nearest size foundation and basement including all cost of materials, labour charges etc. (Observed data) | 40.5 | cum | 3,917.42 ₹1,58,655.51 | 4,100 ₹1,66,050 | 4,196.66 ₹1,69,964.73 | 3,664.22 ₹1,48,400.91 Lowest |
| 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 | 5.5 | sqm | 333.85 ₹1,836.18 | 328.76 ₹1,808.18 | 365.36 ₹2,009.48 | 312.27 ₹1,717.49 Lowest |
| 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 | 62.97 | kilogram | 97.19 ₹6,119.76 | 95.66 ₹6,023.42 | 104.43 ₹6,575.64 | 90.91 ₹5,724.33 Lowest |
| 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) | 1.35 | cum | 9,067.98 ₹12,241.77 | 8,929.82 ₹12,055.26 | 9,743.37 ₹13,153.55 | 8,481.86 ₹11,450.51 Lowest |
| 2.00SIDE PROTECTION WALL FOR STREAM BANK STABILIZATION .USING LATERITE (UPTO 2.00M HEIGHT)-85Mtr | |||||||
| 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 | 176.8 | cum | 222.73 ₹39,378.66 | 219.28 ₹38,768.7 | 239.32 ₹42,311.78 | 208.33 ₹36,832.74 Lowest |
| 2.00 | OD256/2026-2027:Dry masonry using laterite roughly dressed stone of size 30x20x20cm or nearest size foundation and basement including all cost of materials, labour charges etc. (Observed data) | 209.1 | cum | 3,917.42 ₹8,19,132.52 | 4,100 ₹8,57,310 | 4,196.66 ₹8,77,521.61 | 3,664.22 ₹7,66,188.4 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 | 17.2 | sqm | 333.85 ₹5,742.22 | 328.7 ₹5,653.64 | 365.36 ₹6,284.19 | 312.27 ₹5,371.04 Lowest |
Tender Value
₹12.2 L
EMD Value
₹30,560
Closing Date
9 Sept 2026, 6:00 pmClosed
District Soil Conservation Officer, Kasaragod
Civil station, F Block, P O Vidhyanagar, Kasaragod
LAND SLIDE STABILISATION SCHEME-RAJAPURAM WATERSHED IN KALLAR GRAMA PANCHAYATH -FIRST PHASE 1. Construction of Side Protection Wall 1.40 m height using laterite stone - 27 Rm 2.Construction of Side Protection Wall 2.00 m height
2026_DSSC_867235_1
DSCO/KSG/41-1/2026-KSD2
Open Tender
Civil Works - Others
Item Rate
180 days
Kallar Panchayat Kallar Village PIN 671532
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹30,560
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 |
|---|---|---|---|---|---|
| 1SIDE PROTECTION WALL FOR STREAM BANK STABILIZATION USING LATERITE (UP TO 1.40M HEIGHT)DLT WORK-27Mtr | |||||
| 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 | OD259/2026-2027:Dry masonry using laterite roughly dressed stone of size 30x20x20cm or nearest size foundation and basement including all cost of materials, labour charges etc. (Observed data) | - | 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 | 0.8 | 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) | - | cum | - | - |
| 2SIDE PROTECTION WALL FOR STREAM BANK STABILIZATION .USING LATERITE (UPTO 2.00M HEIGHT)-85Mtr | |||||
| 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 | OD256/2026-2027:Dry masonry using laterite roughly dressed stone of size 30x20x20cm or nearest size foundation and basement including all cost of materials, labour charges etc. (Observed data) | 1 | 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 | - | - |
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