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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-Finance | ₹5.3 L | L1 | Accepted-Finance L1 BIDDER |
| 2 | L2₹5.3 L+₹60.72 (0.01%)Accepted-Finance | ₹5.3 L+₹60.72 (0.01%) | L2 | Accepted-Finance L2 BIDDER |
| 3 | L3₹5.3 L+₹645.14 (0.12%)Accepted-Finance | ₹5.3 L+₹645.14 (0.12%) | L3 | Accepted-Finance L3 BIDDER |
| 4 | L4₹5.7 L+₹36,787.98 (6.92%)Accepted-Finance | ₹5.7 L+₹36,787.98 (6.92%) | L4 | Accepted-Finance L4 BIDDER |
| 5 | L5₹5.8 L+₹52,664.97 (9.90%)Accepted-Finance VADAVANUR GP 30 LAKHS LAC ADS NENMMARA 2024 25 MAZHOORKKAVU PERUNCHIRA ROAD IN VADAVANUR GP 30 LAKHS GENERAL CIVIL WORK | VELLORE | TAMIL NADU | 632001 | ₹5.8 L+₹52,664.97 (9.90%) | L5 | Accepted-Finance L5 BIDDER |
| Sl No | Description | Qty | Unit | manoj.k L4 | SOORAJ K / AQUA FARMS L5 | SURESH KUMAR A L2 | SURESH M L1 | BIJU. K L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00canal rectification | ||||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.33 | cum | 1,512.46 ₹2,016.11 | 1,554.43 ₹2,072.06 | 1,414.53 ₹1,885.57 | 1,414.38 ₹1,885.37 Lowest | 1,416.09 ₹1,887.65 |
| 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 | 15.94 | cum | 250.67 ₹3,995.68 | 257.63 ₹4,106.62 | 234.44 ₹3,736.97 | 234.42 ₹3,736.65 Lowest | 234.7 ₹3,741.12 |
| 1.00 | 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) | 12.13 | cum | 7,718.7 ₹93,666.42 | 7,932.89 ₹96,265.62 | 7,218.93 ₹87,601.72 | 7,218.14 ₹87,592.13 Lowest | 7,226.86 ₹87,697.95 |
| 1.00 | 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. | 147.49 | sqm | 816.93 ₹1,20,484.92 | 839.6 ₹1,23,828.41 | 764.04 ₹1,12,684.44 | 763.95 ₹1,12,671.17 Lowest | 764.88 ₹1,12,808.33 |
| 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) | 21.92 | cum | 8,337.77 ₹1,82,747.24 | 8,569.14 ₹1,87,818.41 | 7,797.92 ₹1,70,914.81 | 7,797.06 ₹1,70,895.96 Lowest | 7,806.49 ₹1,71,102.65 |
| 1.01 | 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) | 2.3 | cum | 10,205.57 ₹23,472.81 | 10,488.77 ₹24,124.17 | 9,544.78 ₹21,952.99 | 9,543.73 ₹21,950.58 Lowest | 9,555.27 ₹21,977.12 |
| 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 | 238.45 | kilogram | 109 ₹25,991.05 | 112.43 ₹26,808.93 | 102.31 ₹24,395.82 | 102.3 ₹24,393.44 Lowest | 102.42 ₹24,422.05 |
| 1.01 | 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) | 3.34 | cum | 8,986.59 ₹30,051.16 | 9,235.97 ₹30,885.08 | 8,404.73 ₹28,105.42 | 8,402.93 ₹28,099.4 Lowest | 8,413.97 ₹28,136.32 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 60.26 | sqm | 334.5 ₹20,156.97 | 343.79 ₹20,716.79 | 312.85 ₹18,852.34 | 312.81 ₹18,849.93 Lowest | 313.19 ₹18,872.83 |
Tender Value
₹5.8 L
EMD Value
₹14,612
Closing Date
15 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
o/o Assistant Executive Engineer Irrigation Sub Division NO.I Chittur , Pin-678104
GENERAL-GPS II-Modernization of Canals- 2025-26-Nemmara LAC-Palakappandi Scheme-Removing silt from Sukriyal and Pathippara Weir -Kollengode BC- Rectification of Drops near Ch 5/400 and 6/200 km-General Civil Work
2026_Irrig_859229_1
IRR/PI/TR/4753/2025_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
360 days
Chittur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,290
₹14,612
28 Jul 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1canal rectification | |||||
| 1.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 1 | sqm | - | - |
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