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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-Finance | ₹15.2 L | L1 | Accepted-Finance l1 |
| 2 | L2₹16.1 L+₹91,516.28 (6.04%)Accepted-Finance | ₹16.1 L+₹91,516.28 (6.04%) | L2 | Accepted-Finance L2 |
| 3 | L3₹16.1 L+₹93,216.54 (6.15%)Accepted-Finance | ₹16.1 L+₹93,216.54 (6.15%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | S.R.SATHYASEELAN L3 | D CHRISTUDAS L1 | RAJEESH M R L2 |
|---|---|---|---|---|---|---|
| 1.00SIDE WALL | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 350 | sqm | 17.64 ₹6,174 | 16.63 ₹5,820.5 Lowest | 17.62 ₹6,167 |
| 1.00 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | 20 | each | 366.35 ₹7,327 | 345.38 ₹6,907.6 Lowest | 365.97 ₹7,319.4 |
| 1.00 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 181.5 | cum | 2,233.7 ₹4,05,416.55 | 2,104.64 ₹3,81,992.16 Lowest | 2,231.35 ₹4,04,990.03 |
| 1.00 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | 181.5 | cum | 737.34 ₹1,33,827.21 | 695.14 ₹1,26,167.91 Lowest | 736.57 ₹1,33,687.46 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 31.48 | sqm | 374.61 ₹11,792.72 | 353.17 ₹11,117.79 Lowest | 374.21 ₹11,780.13 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 198.9 | sqm | 814.49 ₹1,62,002.06 | 767.83 ₹1,52,721.39 Lowest | 813.63 ₹1,61,831.01 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.6 | cum | 7,695.61 ₹73,877.86 | 7,255.21 ₹69,650.02 Lowest | 7,687.5 ₹73,800 |
| 1.01 | 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) | 80.1 | cum | 8,312.82 ₹6,65,856.88 | 7,824.54 ₹6,26,745.65 Lowest | 8,304.06 ₹6,65,155.21 |
| 1.01 | 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 | 1,281.6 | kilogram | 109.06 ₹1,39,771.3 | 102.8 ₹1,31,748.48 Lowest | 108.94 ₹1,39,617.5 |
Tender Value
₹16.9 L
EMD Value
₹42,371
Closing Date
9 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER Irrigation Division Tvpm
GENERAL NEYYAR RIVER BASINGENERAL NEYYAR RIVER BASIN Urgent side protection works to the right bank of Neyyar river nearby Mukundara Bridge in Kallikkad Panchayath Parassala LA General Civil Work
2026_Irrig_841188_3
IRR/IA/TR/7128/2025_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
120 days
Thiruvananathapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,371
6 Aug 2026
5 Mar 2026
11 Mar 2026
5 Mar 2026
9 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | - | each | - | - |
| 1.003 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | - | cum | - | - |
| 1.004 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | - | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.006 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
| 1.007 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | 1 | kilogram | - | - |
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