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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.7 L+₹32,056.91 (7.38%)Admitted-Fee/PreQual/Technical/Finance ELAVANCHERRY GP PALAKKAD | PALAKKAD | KERALA | 672122 | ₹4.7 L+₹32,056.91 (7.38%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.7 L+₹33,929.50 (7.81%)Admitted-Fee/PreQual/Technical/Finance | ₹4.7 L+₹33,929.50 (7.81%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.7 L+₹39,768.18 (9.15%)Admitted-Fee/PreQual/Technical/Finance | ₹4.7 L+₹39,768.18 (9.15%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.0 L+₹61,306.65 (14.1%)Admitted-Fee/PreQual/Technical/Finance | ₹5.0 L+₹61,306.65 (14.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GOPALAN.M L4 | M KAJHA HUSSAIN L5 | SURESH K L2 | K.P THANKACHAN L3 | KAMARUDHEEN M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance of compound wall | ||||||||
| 1.00 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 52.39 | cum | 8,935.26 ₹4,68,136.14 | 9,341.04 ₹4,89,395.77 | 8,789.98 ₹4,60,524.63 | 8,825.26 ₹4,62,373.02 | 8,200 ₹4,29,614.4 Lowest |
| 2.00Maintenance of river sluice shutter | ||||||||
| 2.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.4 | cum | 3,161.49 ₹1,264.6 | 3,305.07 ₹1,322.03 | 3,110.09 ₹1,244.04 | 3,122.58 ₹1,249.03 | 2,908.14 ₹1,163.26 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 | 1.6 | sqm | 332.48 ₹531.97 | 347.58 ₹556.13 | 327.08 ₹523.33 | 328.39 ₹525.42 | 305.84 ₹489.34 Lowest |
| 2.00 | 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 | 12 | kilogram | 96.8 ₹1,161.6 | 101.2 ₹1,214.4 | 95.23 ₹1,142.76 | 95.61 ₹1,147.32 | 60 ₹720 Lowest |
| 2.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.4 | cum | 7,952.17 ₹3,180.87 | 8,313.3 ₹3,325.32 | 7,822.87 ₹3,129.15 | 7,854.27 ₹3,141.71 | 6,300 ₹2,520 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,771
Closing Date
11 Sept 2026, 5:00 pmClosed
assistent executive engineer
sub divition Nemmara assistent executive engineer
GENERAL POTHUNDY PROJECT 2026 27 Renovation of Compound wall near OH water tank and Damaged top wall of river sluice shutter in Pothundy camp area
2026_Irrig_867816_1
6/IRR/PI/TR/2121/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
NEMMARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,771
Yes
19 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
11 Sept 2026
5 Sept 2026
5 Sept 2026 - 7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of compound wall | |||||
| 1.001 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 52.39 | cum | - | - |
| 2Maintenance of river sluice shutter | |||||
| 2.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.4 | cum | - | - |
| 2.002 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1.6 | sqm | - | - |
| 2.003 | 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 | 12 | kilogram | - | - |
| 2.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.4 | cum | - | - |
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