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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.1 L+₹36,035.40 (3.71%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹10.2 L+₹46,205.26 (4.76%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | JOHN JAWAN L2 | K RAMACHANDRAN L3 | K J SIMON L1 |
|---|---|---|---|---|---|---|
| 1.00Renovation and Side Protection of Thundikkulam | ||||||
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 76.42 | cum | 749.94 ₹57,308.91 | 757.52 ₹57,888.16 | 740.99 ₹56,624.97 Lowest |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 45.85 | cum | 1,698.72 ₹77,888.01 | 1,715.88 ₹78,674.81 | 1,610 ₹73,820.11 Lowest |
| 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 | 63.38 | cum | 255.05 ₹16,164.56 | 257.63 ₹16,328.07 | 245 ₹15,527.61 Lowest |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 63.38 | cum | 2,937.52 ₹1,86,174.14 | 2,967.19 ₹1,88,054.57 | 2,795 ₹1,77,141.51 Lowest |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 87.61 | cum | 3,953.53 ₹3,46,376.67 | 3,993.46 ₹3,49,875.02 | 3,840 ₹3,36,430.08 Lowest |
| 1.01 | OD52043/2025-2026:Random rubble masonry with hard stone and Cement mortar 1:6 (1 cement : 6 coarse sand) for foundation and plinth without concrete levelling. | 19.33 | cum | 8,098.91 ₹1,56,543.83 | 8,180.72 ₹1,58,125.14 | 7,890 ₹1,52,505.81 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 6.4 | sqm | 366.06 ₹2,342.78 | 369.76 ₹2,366.46 | 360 ₹2,304 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10.7 | sqm | 382.3 ₹4,089.46 | 386.16 ₹4,130.75 | 375 ₹4,011.38 Lowest |
| 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) | 2.39 | cum | 9,143.61 ₹21,862.37 | 9,235.97 ₹22,083.2 | 9,000 ₹21,519 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,422
Closing Date
8 Jun 2026, 5:00 pmClosed
AEE
AEE, MI Sub Division,chengannur
GENERAL Deposit Work ThundikkulamRenovation of Thundikkulam in Puliyoor Panchayath in Chengannur Block PanchayathGeneral Civil Work
2026_Irrig_850613_5
IRR/KP/TR/2559/2026_5_1_1/2
Open Tender
Civil Works - Others
Item Rate
270 days
Near puliyoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹25,422
Yes
17 Jul 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
8 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation and Side Protection of Thundikkulam | |||||
| 1.001 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 0.2 | cum | - | - |
| 1.002 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 0.2 | cum | - | - |
| 1.005 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.8 | cum | - | - |
| 1.006 | OD52043/2025-2026:Random rubble masonry with hard stone and Cement mortar 1:6 (1 cement : 6 coarse sand) for foundation and plinth without concrete levelling. | - | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.009 | 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) | - | cum | - | - |
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